@article{vouk_averitt_dreher_kekas_kurth_hoit_mugge_peeler_schaffer_sills_et al._2013, title={Constructing next generation academic cloud services}, volume={2}, DOI={10.1504/ijcc.2013.055290}, abstractNote={NC State University (NCSU) is embarked on an ambitious vision to change the paradigm for higher education and research by ‘virtualising’ its award-winning Centennial Campus (creating so called vCentennial). Centennial Campus is a small city made up of NCSU research, teaching and outreach facilities, entrepreneurs, academic entities, private firms, and government agencies. NCSU wants the ability to replicate services and functionality of this physical environment and its virtual avatars ‘anywhere, anytime’ in the world using a cloud of clouds computing platform. The initial operating system for this platform is NCSU’s open source Virtual Computing Laboratory (VCL) technology. This paper provides an overview of the vision and discusses several vCentennial pilot projects.}, number={2/3}, journal={International Journal of Cloud Computing}, author={Vouk, M. A. and Averitt, S. F. and Dreher, P. and Kekas, D. H. and Kurth, A. and Hoit, Marc and Mugge, P. and Peeler, A. and Schaffer, H. E. and Sills, Eric and et al.}, year={2013}, pages={104–122} }
 @article{vouk_averitt_dreher_kekas_kurth_hoit_mugge_peeler_schaffer_sills_et al._2013, title={Constructing next generation academic cloud services}, volume={2}, number={2-3}, journal={International Journal of Cloud Computing 1}, publisher={Inderscience Publishers Ltd}, author={Vouk, Mladen A and Averitt, Samuel F and Dreher, Patrick and Kekas, Dennis H and Kurth, Andy and Hoit, Marc I and Mugge, Paul and Peeler, Aaron and Schaffer, Henry E and Sills, Eric D and et al.}, year={2013}, pages={104–122} }
 @inproceedings{potenziani_2013, title={Integrated data for bio-preparedness: The national collaborative for bio-preparedness}, booktitle={141st APHA Annual Meeting and Exposition (November 2-November 6, 2013)}, author={Potenziani, David}, year={2013} }
 @article{arasaratnam_potenziani_hoit_jenkins_cairns_2013, title={National Collaborative for Bio-Preparedness}, volume={5}, number={1}, journal={Online journal of public health informatics}, publisher={University of Illinois at Chicago Library}, author={Arasaratnam, Meredith and Potenziani, David and Hoit, Marc and Jenkins, Colleen and Cairns, Charles}, year={2013} }
 @book{hoit_turner_ponti_2012, title={Development of Geotechnical Data Schema in Transportation}, author={Hoit, Marc and Turner, Loren and Ponti, Daniel}, year={2012} }
 @article{neill_soetebier_2011, title={International Society for Disease Surveillance Conference 2011: Building the Future of Public Health Surveillance: Building the Future of Public Health Surveillance}, volume={4}, journal={Emerging health threats journal}, publisher={Co-Action Publishing}, author={Neill, Daniel B and Soetebier, Karl A}, year={2011} }
 @article{cairns_potenziani_hoit_jenkins_edgemon_2011, title={Novel approach to statewide biosurveillance using emergency medical services (EMS) information}, volume={4}, journal={Emerg Health Threats J}, author={Cairns, Charles and Potenziani, David and Hoit, Marc and Jenkins, Colleen and Edgemon, Sam}, year={2011} }
 @book{ames_droessler_hoit_2011, title={Structures Congress 2011}, publisher={American Society of Civil Engineers}, author={Ames, Dana and Droessler, Theodore L and Hoit, Marc}, year={2011} }
 @book{senapathi_casey_hoit_2010, title={2010 Structures Congress}, publisher={ASCE}, author={Senapathi, Sivaji and Casey, Kevin and Hoit, Marc}, year={2010} }
 @inproceedings{senapathi_casey_hoit_2010, title={Structures Congress 2010: 19th Analysis and Computation Specialty Conference}, booktitle={2010 Structures Congress}, author={Senapathi, Sivaji and Casey, Kevin and Hoit, Marc}, year={2010} }
 @inproceedings{griffis_helwig_waggoner_hoit_2009, title={Front Matter}, ISBN={9780784410318}, url={http://dx.doi.org/10.1061/9780784410318.fm}, DOI={10.1061/9780784410318.fm}, abstractNote={Front matter pages come before the papers or chapters in a published work. Front matter includes the title page, copyright and notices page, and table of contents. It can also include a foreword, preface, or introduction; series information; lists of contributors, sponsors, or reviewers; lists of abbreviations and notations; and conversion tables.}, booktitle={Structures Congress 2009}, publisher={American Society of Civil Engineers}, author={Griffis, Lawrence and Helwig, Todd and Waggoner, Mark and Hoit, Marc}, year={2009}, month={Apr} }
 @article{schaffer_averitt_hoit_peeler_sills_vouk_2009, title={NCSU's Virtual Computing Lab: A Cloud Computing Solution}, volume={42}, ISSN={["1558-0814"]}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-68349092594&partnerID=MN8TOARS}, DOI={10.1109/mc.2009.230}, abstractNote={The delivery of many diverse computing services over the Internet, with flexible provisioning, has led to much greater efficiency, substantial cost savings, and many ways to enable and empower end users. NCSU's own experience with cloud computing, through its Virtual Computing Lab, indicates that this approach would be beneficial to a much wider audience.ays to enable and empower end users. NCSU's own experience with cloud computing, through its Virtual Computing Lab, indicates that this approach would be beneficial to a much wider audience.}, number={7}, journal={COMPUTER}, author={Schaffer, Henry E. and Averitt, Samuel F. and Hoit, Marc I. and Peeler, Aaron and Sills, Eric D. and Vouk, Mladen A.}, year={2009}, month={Jul}, pages={94–97} }
 @article{griffis_helwig_waggoner_hoit_2009, title={Structures Congress 2009: Don’t Mess with Structural Engineers: Expanding Our Role}, publisher={ASCE}, author={Griffis, Lawrence and Helwig, Todd and Waggoner, Mark and Hoit, Marc}, year={2009} }
 @inproceedings{bray_chandler_walthall_hoit_lefchik_2008, title={Extending the geotechnical dictionary: Best practice for customizing the international framework for geotechnical data}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-66449089303&partnerID=MN8TOARS}, DOI={10.1061/40972(311)69}, abstractNote={The DIGGS Markup Language (DIGGSML) is a GML compliant XML framework that can be customised to allow local implementations and variations to be specified. This powerful feature has given the geotechnical community an opportunity to contribute to a single, truly international, data dictionary for geotechnics. This enables individual companies, government organisations, national associations and international bodies to benefit and modify the current framework without making the significant investment that has already been made. This paper explains the process and best practices of extending the DIGGS Markup Language framework to cover locally important data and issues, including how to specify extensions for objects not currently covered by the framework, how to specify extensions to change existing objects and best management practice. Using the DIGGS Markup Language framework to construct a national geotechnical dictionary and transfer format is not difficult, but due to the flexibility of the framework's XML implementation it could be done in many ways. This paper illustrates the best practice by use of examples.}, number={179}, booktitle={Geotechnical Special Publication}, author={Bray, C.J. and Chandler, R.J. and Walthall, S. and Hoit, Marc and Lefchik, T.}, year={2008}, pages={549–556} }
 @inproceedings{weaver_lefchik_hoit_beach_2008, title={Geoenvironmental and geotechnical data exchange: Setting the standard}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-66449097166&partnerID=MN8TOARS}, DOI={10.1061/40972(311)70}, abstractNote={Data Interchange for Geotechnical and Geoenvironmental Specialists (DIGGS) is a data exchange standard developed through the cooperation of a multinational group of agencies, organizations, academics, and industry. To the extent feasible, current data standards are being incorporated, with modifications, into DIGGS. DIGGS will provide a standardized format for data exchange between disparate geotechnical and geoenvironmental databases and software. The several significant advantages to the user of DIGGS include the ability to: 1 exchange data between databases within an agency or organization, 2 receive data from consultants in a standard format, 3 exchange information with other agencies, 4 perform data quality checks, 5 exchange data between software packages and providers, 6 produce software products that are more standardized and more compatible with other products, 7 utilize and analyze data from various sources in an integrated geoenvironmental/ geotechnical data management system. The development of DIGGS is proceeding in a staged process. However, DIGGS will ultimately cover the entire gamut of geotechnical and geoenvironmental data including boreholes, tests, assets, and hazards.}, number={179}, booktitle={Geotechnical Special Publication}, author={Weaver, S.D. and Lefchik, T.E. and Hoit, Marc and Beach, K.}, year={2008}, pages={557–564} }
 @article{ellis_mcvay_hoit_agdas_2008, title={Integration of XML schemas for the exchange of FDOT construction project data}, publisher={Florida Department of Transportation}, author={Ellis, Ralph D and McVay, Michael and Hoit, Marc and Agdas, Duzgun}, year={2008} }
 @article{anderson_ventura_harvey_hoit_2008, title={Structures Congress 2008: Crossing Borders}, publisher={ASCE}, author={Anderson, Don and Ventura, Carlos and Harvey, David and Hoit, Marc}, year={2008} }
 @article{styler_hoit_mcvay_2007, title={Deep foundation data capabilities of the Data Interchange for Geotechnical and Geoenvironmental Specialists (DIGGS) mark-up language}, volume={12 B}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-37349059309&partnerID=MN8TOARS}, journal={Electronic Journal of Geotechnical Engineering}, author={Styler, M. and Hoit, M. and McVay, M.}, year={2007} }
 @article{hoit_mcvay_hays_2007, title={FB-MultiPier Version 4.11 User’s manual}, journal={Bridge Software Institute, University of Florida, Gainesville Florida}, author={Hoit, M and McVay, M and Hays, C}, year={2007} }
 @inbook{fishwick_hoit_consolazio_2007, title={Finite Elements}, booktitle={Handbook of Dynamic System Modeling}, publisher={Chapman and Hall/CRC}, author={Fishwick, Paul A and Hoit, Marc and Consolazio, Gary}, year={2007}, pages={13–1} }
 @inbook{hoit_consolazio_2007, title={Handbook of Dynamic System Modeling}, author={Hoit, Marc and Consolazio, Gary}, year={2007} }
 @article{christou_mcvay_hoit_2007, title={The Contribution of Skin Friction to the Lateral Resistance of the Soil on Piles/Shafts}, author={CHRISTOU, Petros and McVAY, Mike and HOIT, Marc}, year={2007} }
 @inproceedings{charney_grierson_hoit_2006, title={Structures Congress 2006: 17th Analysis and Computation Specialty Conference}, booktitle={Structures Congress 2006@ sStructural Engineering and Public Safety}, author={Charney, Finley A and Grierson, Donald E and Hoit, Marc}, year={2006} }
 @article{williams_consolazio_hoit_2005, title={Data storage and extraction in engineering software using XML}, volume={36}, ISSN={["1873-5339"]}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-27444433727&partnerID=MN8TOARS}, DOI={10.1016/j.advengsoft.2005.03.017}, abstractNote={Most engineering analysis programs rely on customized procedures for storing and accessing scientific data. The size of the data set needed to characterize an engineering problem can be substantial, particularly as the problem increases in complexity. This paper presents a methodology for greatly improving the accessibility of scientific data using the Extensible Markup Language (XML) to define a consistent procedure for data storage and retrieval. When the data is expressed in an XML format, any portion of the data set can be easily accessed by interfacing with an XML parser. Examples are provided for automating design calculations and CAD drawings.}, number={11-12}, journal={ADVANCES IN ENGINEERING SOFTWARE}, author={Williams, ME and Consolazio, GR and Hoit, MI}, year={2005}, pages={709–719} }
 @article{mcvay_hoit_hughes_nguyen_lai_2005, title={Development of a web based design, and construction bridge substructure database}, journal={84th TRB Annual Meeting. January}, author={McVay, Michael and Hoit, Marc and Hughes, Erica and Nguyen, Thai and Lai, Peter}, year={2005}, pages={9–13} }
 @book{mcvay_hoit_hughes_styler_nguyen_2005, title={Evaluation of Existing Deep Foundation Performance Using FDOT Database to Improve Current Design Methodologies}, author={McVay, Michael C and Hoit, Marc and Hughes, Erica and Styler, Mark and Nguyen, Thai}, year={2005} }
 @inproceedings{christou_hoit_mcvay_2005, title={Soil structure analysis of integral abutment bridges}, booktitle={Integral Abutment and Jointless Bridges (IAJB 2005)}, author={Christou, Petros M and Hoit, Marc I and McVay, Michael C}, year={2005} }
 @article{williams_hoit_2004, title={Bridge pier live load analysis using neural networks}, volume={35}, ISSN={["1873-5339"]}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-7544220517&partnerID=MN8TOARS}, DOI={10.1016/j.advengsoft.2003.10.009}, abstractNote={The positioning of vehicular live loads on a bridge superstructure to achieve the maximum force effects in the bridge pier is an important design issue. For highway bridges, the worst load positioning for the superstructure design usually does not produce the worst force effects for the pier design. As a result, the correct positioning of the loads for the pier is left to engineering judgment. This paper investigates an implementation of neural networks to predict the worst load positioning for the bridge pier. The networks predict the load positioning for both single and multiple column piers given input parameters that describe the pier and bridge configuration. The procedure presented herein is intended to offer an alternative to the trial and error load positioning method used by many practicing engineers.}, number={10-11}, journal={ADVANCES IN ENGINEERING SOFTWARE}, author={Williams, ME and Hoit, MI}, year={2004}, pages={645–652} }
 @inproceedings{stanfill_sander_rossi_ingley_whitney_hoit_2004, title={Integrating entrepreneurial projects into a successful multidisciplinary capstone design program at the University of Florida}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-5444235094&partnerID=MN8TOARS}, booktitle={ASEE Annual Conference Proceedings}, author={Stanfill, R.K. and Sander, E.J. and Rossi, W.J. and Ingley, H.A. and Whitney, E.D. and Hoit, M.I.}, year={2004}, pages={7688–7697} }
 @inproceedings{hoit_sayers_lewis_karkera_kamat_2004, title={Survey builder: A tool to support assessment}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-5444248642&partnerID=MN8TOARS}, booktitle={ASEE Annual Conference Proceedings}, author={Hoit, M. and Sayers, R. and Lewis, B. and Karkera, A. and Kamat, N.}, year={2004}, pages={13171–13181} }
 @article{stanfill_sander_rossi_2004, title={The University of Florida integrated technology ventures (ITV) program}, journal={National Collegiate Inventors and Innovators Alliance. Proceedings of the... Annual Conference}, publisher={National Collegiate Inventors & Innovators Alliance}, author={Stanfill, R Keith and Sander, Erik J and Rossi, William J}, year={2004}, pages={93} }
 @inproceedings{carter_hoit_anderson_2003, title={Factors influencing freshmen retention in engineering programs}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-8744314806&partnerID=MN8TOARS}, booktitle={ASEE Annual Conference Proceedings}, author={Carter, R.L. and Hoit, M. and Anderson, T.}, year={2003}, pages={11672–11677} }
 @article{ohland_felder_hoit_zhang_anderson_2003, title={Integrated Curricula in the SUCCEED Coalition}, journal={Proc. Amer. Soc. Eng. Ed., Nashville, Tennessee}, author={Ohland, MW and Felder, RM and Hoit, MI and Zhang, G and Anderson, TJ}, year={2003} }
 @inproceedings{williams_hoit_2002, title={Bridge pier live load analysis using neural networks}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-0036931156&partnerID=MN8TOARS}, booktitle={Proceedings of the Third International Conference on Engineering Computational Technology}, author={Williams, M.E. and Hoit, M.I.}, year={2002}, pages={197–198} }
 @article{hoit_2001, title={Engineering Academic Diversity: It's the Nondiverse Who Need To Participate}, volume={1}, number={4}, journal={Leadership and Management in Engineering}, publisher={American Society of Civil Engineers}, author={Hoit, Marc}, year={2001}, pages={72–74} }
 @article{engineering academic diversity: it?s the non-diverse that need to participate_2001, volume={1}, DOI={10.1061/(asce)1532-6748(2001)1:4(72)}, abstractNote={It is contended here that success comes from integrating many ideas, viewpoints, and concepts into a solution that is better than any smaller, narrower group could achieve. Diversity is not restricted to including individuals with particular ethnic, racial, or gender backgrounds on a team or in a program. Rather it comes through having a wide variety of experiences, an openness to new ideas, and a willingness to accept someone else's solution as better than your own. The author stresses the importance of acknowledging that everyone knows something that is worth learning. Diversity is described here as a necessary strength in engineering. Its benefits are demonstrated through the creativeness and success of solutions to engineering problems. Diversity is central to expanding the capabilities of engineers and enabling them to overcome their limitations.}, number={4}, journal={Leadership and Management in Engineering}, year={2001}, pages={72–74} }
 @article{highter_clark_hancher_hoit_reed_roesset_taylor_2001, title={Highlights of the Seattle Education Congress}, volume={127}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-0035312498&partnerID=MN8TOARS}, DOI={10.1061/(asce)1052-3928(2001)127:2(51)}, number={2}, journal={Journal of Professional Issues in Engineering Education and Practice}, author={Highter, W.H. and Clark, J.R. and Hancher, D.E. and Hoit, Marc and Reed, G.D. and Roesset, J.M. and Taylor, P.}, year={2001}, pages={51–53} }
 @inproceedings{anderson_hoit_felder_brent_zorowski_ollis_ohland_phillips_2001, title={SUCCEED: a multiple university collaborative approach to systemic curriculum change}, number={2001 August}, booktitle={2001 International Conference on Engineering Education Proceedings, Oslo, Norway, August 2001}, author={Anderson, T. and Hoit, M. and Felder, R. and Brent, R. and Zorowski, C. and Ollis, D. and Ohland, M. and Phillips, H.}, year={2001} }
 @book{static and dynamic lateral loading of pile groups_2001, year={2001} }
 @article{al-holou_bilgutay_corleto_demel_others_1999, title={First-year integrated curricula: Design alternatives and examples}, volume={88}, number={4}, journal={Journal of Engineering Education}, publisher={Blackwell Publishing Ltd.}, author={Al-Holou, Nizar and Bilgutay, Nihat M and Corleto, Carlos and Demel, John T and others}, year={1999}, pages={435} }
 @article{al-holou_bilgutay_corleto_demel_felder_frair_froyd_hoit_morgan_wells_1999, title={First-year integrated curricula: design alternatives and examples}, volume={88}, DOI={10.1002/j.2168-9830.1999.tb00471.x}, abstractNote={Abstract}, number={4}, journal={Journal of Engineering Education}, author={Al-Holou, N. and Bilgutay, N. M. and Corleto, C. and Demel, J. T. and Felder, R. M. and Frair, K. and Froyd, J. E. and Hoit, Marc and Morgan, J. and Wells, D. L.}, year={1999}, pages={435–448} }
 @inproceedings{ohland_hoit_1999, title={Hands-on institute for science and technology: One possible model}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-0033296947&partnerID=MN8TOARS}, booktitle={1999 National Civil Engineering Education Congress}, author={Ohland, Matthew and Hoit, Marc}, year={1999}, pages={124–129} }
 @article{kimseng_hoit_tiwari_pecht_1999, title={Physics-of-failure assessment of a cruise control module}, volume={39}, ISSN={["0026-2714"]}, DOI={10.1016/s0026-2714(99)00018-9}, abstractNote={The purpose of a cruise control system is to accurately maintain the driver’s desired set speed, without intervention from the driver, by actuating the throttle-accelerator pedal linkage. Over the past five years, owners of a particular cruise control have complained that it did not operate properly. Complaints ranged from not engaging upon command, to the cruise unexpectedly accelerating past the desired speed. A common thread among all the complaints was the intermittent nature of the problems. More than 96% of the reported failed modules removed from vehicles and returned to the company, passed bench tests. This paper presents a physics-of-failure process to identify, induce and analyze failure mechanisms causing intermittent failures, high warranty returns and cannot duplicate (CND) problems of the digital electronic cruise control module (CCM). In addition, we explain why the manufacturer’s tests were not representative of the actual automotive environments, nor were they conducted in a manner to access actual failures. We conclude with a recommendation for a physics-of-failure approach for future product development.}, number={10}, journal={MICROELECTRONICS RELIABILITY}, author={Kimseng, K and Hoit, M and Tiwari, N and Pecht, M}, year={1999}, month={Oct}, pages={1423–1444} }
 @book{hoit_mcvay_hays_1998, title={Development of a Coupled Bridge Pier and Foundation Finite Element Code}, author={Hoit, M and McVay, M and Hays, CO}, year={1998} }
 @inproceedings{al-holou_bilgutay_corleto_demel_felder_frair_froyd_hoit_morgan_wells_1998, title={First-year integrated curricula across engineering education coalitions}, volume={1}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-0032311557&partnerID=MN8TOARS}, DOI={10.1109/fie.1998.736829}, abstractNote={The National Science Foundation has supported creation of eight engineering education coalitions: Ecsel, Synthesis, Gateway, SUCCEED, Foundation, Greenfield, Academy and Scceme. One common area of work among these coalitions has been restructuring first-year engineering curricula. Within some of the Coalitions, schools have designed and implemented integrated first-year curricula. The purpose of this paper is to survey the different pilots that have been developed, abstract some design alternatives which can be explored by schools interested in developing an integrated first-year curriculum, indicated some logistical challenges, and present brief descriptions of various curricula along with highlights of the assessment results which have been obtained.}, booktitle={28th annual frontiers in education conference - conference proceedings, vols 1-3}, author={Al-Holou, N. and Bilgutay, N. M. and Corleto, C. and Demel, J. T. and Felder, R. and Frair, K. and Froyd, J. E. and Hoit, Marc and Morgan, J. and Wells, D. L.}, year={1998}, pages={177–197} }
 @article{hoit_ohland_1998, title={Impact of a discipline-based Introduction to Engineering course on improving retention}, volume={87}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-0031623175&partnerID=MN8TOARS}, DOI={10.1002/j.2168-9830.1998.tb00325.x}, abstractNote={Abstract}, number={1}, journal={Journal of Engineering Education}, author={Hoit, Marc and Ohland, Matthew}, year={1998}, pages={79–85} }
 @book{pinto_mcvay_hoit_lai_1997, title={Centrifuge testing of plumb and battered pile groups in sand}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-3643072912&partnerID=MN8TOARS}, DOI={10.3141/1569-02}, abstractNote={Pile groups are generally used under structures subject to heavy axial loads or large lateral forces with or without scour. The focus in this paper is only on pile groups subject to large lateral forces. Currently, little, if any, full-scale lateral load data exist on pile groups that vary pile head fixity or batter. Reported here is the summary of a series of centrifuge tests on free- and fixed-head plumb and battered pile groups. Influence of pile head constraint, pile spacing, soil density, and vertical dead load is reported for groups ranging from 3 × 3 to 3 × 7 in size. Results reveal a significant lateral resistance of fixed- over free-head pile groups; fixed-head piles develop significant axial forces; battered piles without vertical dead loads are generally no better than plumb piles; and in the case of plumb piles, the use of multipliers to represent group interaction is valid.}, number={1569}, journal={Transportation Research Record}, author={Pinto, P. and McVay, M. and Hoit, M. and Lai, P.}, year={1997}, pages={8–16} }
 @article{hoit_1997, title={Computer Aided Design Program For Signal Pole And Span Wire Assemblies With Two Point Connection System}, author={HOIT, MARC I}, year={1997} }
 @book{hoit_hays_mcvay_1997, title={The Florida pier analysis program: Methods and models for pier analysis and design}, volume={1569}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-0002183403&partnerID=MN8TOARS}, DOI={10.3141/1569-01}, abstractNote={ The Florida Pier Analysis Program (FLPIER) was developed by the University of Florida Department of Civil Engineering in conjunction with the Florida Department of Transportation (FDOT) Structures Division. The program was developed in order to give pier designers a comprehensive model development and analysis tool to optimize pier designs. The current version is a nonlinear, static, soil-structure interaction suite of programs that run on a personal computer and include group pile effects, layered soil, pier columns and cap, high mast lighting, sound, and retaining walls. The program was designed to allow input to be specified graphically using “designer variables” such as spacing, offsets, number of columns, and so forth. Its use has reduced the time for model development and analysis from days to under an hour. The numerical modeling techniques used have been compared with experimental data and give highly accurate results leading to an improved overall design and reduced costs. }, number={1569}, journal={Transportation Research Record}, author={Hoit, Marc and Hays, C. and McVay, M.}, year={1997}, pages={1–7} }
 @article{hoit_mcvay_1996, title={FLPIER User's Manual}, journal={University of Florida, Gainesville, Fla}, author={Hoit, MI and McVay, MC}, year={1996} }
 @article{hoit_mcvay_hays_1996, title={Florida pier computer program for bridge substructure analysis: model and methods}, journal={Conference Proceedings, Design of Bridges for Extreme Events, FHWA, Washington, DC}, author={Hoit, M and McVay, M and Hays, C}, year={1996} }
 @article{hoit_ohland_1996, title={Integrating The First Two Years Of Engineering Education}, url={http://peer.asee.org/6126}, note={ASEE Conferences ; Comment: 13 pages}, author={Hoit, Marc and Ohland, Matthew}, year={1996} }
 @inproceedings{hoit_ohland_1996, title={Integrating the first two years of engineering education}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-8744260750&partnerID=MN8TOARS}, booktitle={ASEE Annual Conference Proceedings}, author={Hoit, M. and Ohland, M.}, year={1996}, pages={1917–1929} }
 @article{hoit_mcvay_hays_andrade_1996, title={Nonlinear pile foundation analysis using Florida-Pier}, volume={1}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-0030275375&partnerID=MN8TOARS}, DOI={10.1061/(asce)1084-0702(1996)1:4(135)}, abstractNote={Florida-Pier is a nonlinear finite-element program designed for analyzing bridge pier structures composed of pier columns and cap supported on a pile cap and piles with nonlinear soil. The program was developed in conjunction with the Florida Department of Transportation (FDOT) structure division. In a recent addition, the piles were converted to include nonlinear behavior through the addition of a nonlinear discrete element. This element uses the true material stress-strain curves (steel and concrete) to develop its behavior and stiffness modeling. A description of the discrete-element model and a method to form its secant stiffness for any deformed position using material nonlinear stress strain curves is presented. A summary of the modeling capabilities of the Florida-Pier program are also given. Two examples showing the newly added nonlinear pile element are given. The first example shows the response of a linear pile foundation as compared to a nonlinear pile foundation. The second example show the capabilities of the program to model group pile behavior. The results for both examples are compared to COM624P (Wang and Reese 1993) the industry standard for pile analysis}, number={4}, journal={Journal of Bridge Engineering}, author={Hoit, Marc and McVay, M. and Hays, C. and Andrade, P.W.}, year={1996}, pages={135–142} }
 @article{kantowski_hoit_ohland_1996, title={Teaching Teachers To Teach Engineering: The 19th Annual Secme Summer Institute}, url={http://peer.asee.org/6334}, note={ASEE Conferences ; Comment: 7 pages}, author={Kantowski, Mary and Hoit, Marc and Ohland, Matthew}, year={1996} }
 @inproceedings{ohland_hoit_kantowski_1996, title={Teaching teachers to teach engineering: The 19th annual SECME summer institute}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-8744289612&partnerID=MN8TOARS}, booktitle={ASEE Annual Conference Proceedings}, author={Ohland, M. and Hoit, M. and Kantowski, M.}, year={1996}, pages={3073–3079} }
 @article{hoit_krishnamurthy_1995, title={A 14-POINT REDUCED INTEGRATION SCHEME FOR SOLID ELEMENTS}, volume={54}, ISSN={["0045-7949"]}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-0029252413&partnerID=MN8TOARS}, DOI={10.1016/0045-7949(94)00360-f}, abstractNote={A 14-point integration scheme for use with solid brick elements is presented. A 14-point scheme which mimics the Gauss 3 × 3 × 3 point integration at almost half the computational cost is derived in this paper. The scheme is tested using a 20-node solid element using a set of standard test problems. By relaxing the 14-point integration, the 20-node solid element produces excellent results.}, number={4}, journal={COMPUTERS & STRUCTURES}, author={HOIT, M and KRISHNAMURTHY, K}, year={1995}, month={Feb}, pages={725–730} }
 @article{hoit_cook_christou_1995, title={AN INTEGRATED TECHNIQUE FOR THE ANALYSIS OF TRAFFIC LIGHTS AND SIGNS SUPPORTED BY THE DUAL CABLE SYSTEM}, volume={55}, ISSN={["0045-7949"]}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-58149320442&partnerID=MN8TOARS}, DOI={10.1016/0045-7949(94)00515-5}, abstractNote={Abstract Due to failures of cable-supported traffic lights and signs under wind loading during Hurricane Andrew, a need for a comprehensive analysis method was identified. The computer program ATLAS satisfies this need and utilizes an integrated technique that consists of the extended force density method and the nonlinear direct stiffness method for large displacements. The integration of the two methods is essential for the analysis of such systems because of the numerical instabilities developed when using the direct stiffness method alone. The resulting analysis procedure proved to be stable. This paper provides a description as to how the two methods were integrated and implemented in ATLAS.}, number={6}, journal={COMPUTERS & STRUCTURES}, author={HOIT, MI and COOK, RA and CHRISTOU, PM}, year={1995}, month={Jun}, pages={979–987} }
 @article{hoit_mcvay_breneman_1995, title={Bridge Pier Analysis for Ship Impact}, number={7}, journal={Transportation Research Board Conference Proceedings}, author={Hoit, MI and McVay, Mike and Breneman, Scott E}, year={1995} }
 @article{cook_hoit_christou_adediran_1995, title={Computer Aided Design Program For Signal Pole And Span Wire Assemblies With Two Point Connection System. Final Project Report (Phase II)}, author={Cook, RA and Hoit, MI and Christou, PM and Adediran, AK}, year={1995} }
 @inproceedings{hoit_christou_cook_1995, title={Coupled force density-direct stiffness for cable-beam systems}, volume={1}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-0029231506&partnerID=MN8TOARS}, booktitle={Proceedings of Engineering Mechanics}, author={Hoit, Marc I. and Christou, Petros M. and Cook, Ronald A.}, year={1995}, pages={285–288} }
 @inproceedings{hoit_ohland_1995, title={Implementing curriculum reform: A case history}, volume={2}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-0029468084&partnerID=MN8TOARS}, booktitle={ASEE Annual Conference Proceedings}, author={Hoit, Marc and Ohland, Matthew}, year={1995}, pages={1817–1822} }
 @inproceedings{hoit_ohland_1995, title={Institutionalizing curriculum change: A SUCCEED case history}, volume={1}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-0029519399&partnerID=MN8TOARS}, booktitle={Proceedings - Frontiers in Education Conference}, author={Hoit, Marc and Ohland, Matthew}, year={1995}, pages={349–354} }
 @article{ohland_hoit_1995, title={Truss Bridge Laboratory}, author={Ohland, Matthew W and Hoit, Marc I}, year={1995} }
 @article{bridge rating of girder-slab bridges using automated finite element technology. final project report/final contract report_1994, year={1994} }
 @article{hoit_1994, title={Computer assisted structural analysis and modeling}, publisher={Prentice Hall PTR}, author={Hoit, Marc Ira}, year={1994} }
 @article{hoit_culpepper_1994, title={Freshman Interdisciplinary Laboratory}, journal={Proceedings}, author={Hoit, MI and Culpepper, Karen}, year={1994}, pages={630–637} }
 @article{hoit_stoker_consolazio_1994, title={NEURAL NETWORKS FOR EQUATION RENUMBERING}, volume={52}, ISSN={["0045-7949"]}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-0028763003&partnerID=MN8TOARS}, DOI={10.1016/0045-7949(94)90085-x}, abstractNote={An updated version of the Profile Front Minimization (PFM) nodal renumbering algorithm is presented. The new version includes an artificial neural network application that enables greatly improved profile and wavefront characteristics. The algorithm is compared to other commonly used algorithms. The comparisons are based on a set of standard test problems proposed by Everstine. The results indicate that, in most cases, PFM produces better profile and wavefront values than other methods. In addition, the algorithm is efficient in terms of storage requirements and code size, making it easy to implement in existing finite element codes.}, number={5}, journal={COMPUTERS & STRUCTURES}, author={HOIT, M and STOKER, D and CONSOLAZIO, G}, year={1994}, month={Sep}, pages={1011–1021} }
 @article{consolazio_hoit_1994, title={Optimization of Finite‐Element Software Using Data‐Compression Techniques}, volume={9}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-84988202113&partnerID=MN8TOARS}, DOI={10.1111/j.1467-8667.1994.tb00370.x}, abstractNote={Abstract:  In the past there has been a great amount of effort directed toward improving the performance of finite‐element analysis (FEA) software through improvements in equation‐solving techniques. In contrast, little attention has been given to the area of improving the input/output (I/O) transfer rate between program core and disk storage. This paper presents a method for improving the performance of FEA software by reducing the quantity of data that must be transferred between program core and disk. This is accomplished by using data‐compression techniques to compress the data during program execution, resulting in substantial decreases in program execution time and disk space usage. The paper presents a compressed I/O library written in C and the installation of the library into two FEA programs written in C and in Fortran. Results are given for personal computer, workstation, and supercomputer platforms.}, number={3}, journal={Computer‐Aided Civil and Infrastructure Engineering}, author={Consolazio, Gary R. and Hoit, Marc}, year={1994}, pages={161–173} }
 @inproceedings{hoit_olsen_1994, title={Renumbering heuristics using neural networks}, DOI={10.4203/ccp.27.2.1}, booktitle={Artificial Intelligence and Object Oriented Approaches for Structural Engineering}, author={Hoit, Marc and Olsen, C.}, year={1994}, pages={69–81} }
 @book{development of a coupled bridge superstructure and foundation finite element code. draft report. lpgstan (version 1.0-plumb piles) laterally loaded pile group and structural analysis. user's manual_1992, year={1992} }
 @article{hoit_soeiro_fagundo_1991, title={Probabilistic design and optimization of reinforced concrete frames}, volume={17}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-10944237462&partnerID=MN8TOARS}, DOI={10.1080/03052159108941072}, abstractNote={Abstract A structural optimization algorithm which includes global displacements as decision variables is presented. The formulation addresses the possibility of using a universal procedure for obtaining optimal solutions independently of local code restrictions. A comparison of current ACI code safety requirements and reliability constraints with examples of optimal limit design techniques is presented. The flexural performance of the elements was evaluated as a function of the actual stress-strain diagrams of the materials. For the non-linear case, formation of fictitious rotational hinges was allowed and the equilibrium constraints were updated accordingly. The adequacy of the frames was guaranteed by imposing constraints, representing the maximum probability of failure of the members and the global displacements allowed, combined with a prescribed limited system probability of failure.}, number={3}, journal={Engineering Optimization}, author={Hoit, Marc and Soeiro, A. and Fagundo, F. E.}, year={1991}, pages={229–235} }
 @book{bridge rating of girder-slab bridges with automated finite element modeling techniques. interim project report/final contract report_1990, year={1990} }
 @book{soeiro_hoit_1990, title={Integrated Optimization of Non-Linear Reinforced Concrete Frames}, url={https://hdl.handle.net/10216/135800}, author={Soeiro, Alfredo and Hoit, Marc}, year={1990} }
 @book{hoit_ahn_lin_1989, title={Development of Analysis Capabilities for Nonlinear Post-tensioned Concrete Structures}, publisher={Department of Civil Engineering, College of Engineering, University of Florida}, author={Hoit, Marc I and Ahn, Kookjoon and Lin, Yuh-yi}, year={1989} }
 @article{soeiro_hoit_1989, title={Integrated optimization of nonlinear R/C frames with reliability constraints}, author={Soeiro, Alfredo and Hoit, Marc}, year={1989} }
 @article{fagundo_hoit_johnson_1989, title={Integrated software for concrete design}, volume={11}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-0024732506&partnerID=MN8TOARS}, number={9}, journal={Concrete International}, author={Fagundo, F.E. and Hoit, M.I. and Johnson, J.H.}, year={1989}, pages={78–85} }
 @article{hoit_garcelon_1989, title={UPDATED PROFILE FRONT MINIMIZATION ALGORITHM}, volume={33}, ISSN={["0045-7949"]}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-0024910811&partnerID=MN8TOARS}, DOI={10.1016/0045-7949(89)90266-6}, abstractNote={An updated version of the Profile Front Minimization (PFM) nodal renumbering algorithm is presented. The new version is an order of magnitude faster and the resulting numbering produces improved profile and wavefront characteristics. The algorithm is compared to other commonly used algorithms. The comparisons are based on a set of standard test problems proposed by Everstine. The results indicate that PFM is competitive and a suitable alternative to these other methods. In addition, the new algorithm is efficient in terms of storage requirements and code size, making it easy to implement in existing finite element codes.}, number={3}, journal={COMPUTERS & STRUCTURES}, author={HOIT, M and GARCELON, JH}, year={1989}, pages={903–914} }
 @book{hoit_lim_1988, title={Enhanced Techniques for Understanding Portland Cement Concrete Pavement Behavior}, publisher={University of Florida, Department of Civil Engineering}, author={Hoit, Marc Ira and Lim, KC}, year={1988} }
 @book{hoit_lim_1988, title={Enhanced Techniques for Understanding Portland Cement Concrete Pavement Behavior. Final Report}, author={Hoit, MI and LIM, KC}, year={1988} }
 @book{soeiro_hoit_1988, title={Integrated Structural Sizing Optimization}, url={https://hdl.handle.net/10216/105220}, note={A method for structural member s1z1ng optimization to beused for designing three dimensional structures is presented.The procedure is based on the Augmented Lagrangian Multipliermethod. The algorithm includes the displacements as statevariables and consequently combines the analysis and thesearch for the optimal section properties into a single step.This combination process avoids the usual cycling betweenanalysis and optimization phases. The width and height ofreetangular elements are chosen from a finite compact set.The static equilibrium equations are treated as equalityconstraints eliminating the need to solve the standard structural analysis problem. The method handles displacement andstress limits as inequality constraints.}, author={Soeiro, Alfredo and Hoit, Marc}, year={1988} }
 @article{hoit_fagundo_others_1988, title={Substructure Modeling of Two-Way Slab Systems}, volume={106}, journal={Special Publication}, author={Hoit, M and Fagundo, F and others}, year={1988}, pages={25–46} }
 @inproceedings{hoit_fagundo_johnson_1987, title={INTEGRATED DESIGN ENVIRONMENT FOR CONCRETE STRUCTURES.}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-0023462720&partnerID=MN8TOARS}, booktitle={Publication SP - American Concrete Institute}, author={Hoit, M.I. and Fagundo, F.E. and Johnson, H.}, year={1987}, pages={139–148} }
 @article{hoit_soeiro_fagundo_1987, title={Integrated structural sizing optimization}, volume={12}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-84919283401&partnerID=MN8TOARS}, DOI={10.1080/03052158708941095}, abstractNote={A formulation for structural sizing optimization is presented. The method includes the displacements as state variables and thus integrates the analysis and design process into one combined step. The equilibrium equations are then used as equality constraints in an Augmented Lagrangian formulation. The method currently handles displacement constraints. Stress and ductility constraints are being added as well as general finite element capabilities.}, number={3}, journal={Engineering Optimization}, publisher={Taylor & Francis Group}, author={Hoit, Marc and Soeiro, Alfredo and FAGUNDO, FERNANDO}, year={1987}, pages={207–218} }
 @inproceedings{soeiro_hoit_1987, title={SIZING OPTIMIZATION.}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-0023244413&partnerID=MN8TOARS}, author={Soeiro, Alfredo and Hoit, Marc}, year={1987}, pages={342–356} }
 @article{hoit_1986, title={An Updated Out‐of‐Core Equation Solver}, volume={1}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-84981412321&partnerID=MN8TOARS}, DOI={10.1111/j.1467-8667.1986.tb00132.x}, abstractNote={An assembly method is presented to be used with out‐of‐core blocked skyline equation solvers. The equation assembly forms the blocked components of the simultaneous equations directly, while reducing input/output (I/O)to a minimum. The assembly is intended to be inserted into finite‐element codes and is ideal for microcomputer use. The memory used for both assembly and solution.}, number={3}, journal={Computer‐Aided Civil and Infrastructure Engineering}, author={Hoit, Marc}, year={1986}, pages={247–254} }
 @article{wilson_hoit_1984, title={A COMPUTER ADAPTIVE LANGUAGE FOR THE DEVELOPMENT OF STRUCTURAL-ANALYSIS PROGRAMS}, volume={19}, ISSN={["0045-7949"]}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-0021298052&partnerID=MN8TOARS}, DOI={10.1016/0045-7949(84)90042-7}, abstractNote={A group of FORTRAN 77 subroutines is presented which are designed to augment the standard fortran language and to produce a new higher-order, machine-independent language for the development of structural engineering software. The group of subroutines which comprise the Computer Adaptive Language for the development of Structural Analysis Programs, CAL/SAP, is designed to operate effectively on micro, supermini and mainframe computers. The CAL/SAP system has been used as the basis for the development of the SAP-80 series of programs and for CAL-80, a series of interactive programs for Computer Assisted Learning of structural analysis and design. The subroutines which define the CAL/SAP development system are divided into the following three categories: • First, a series of free-field input routines allows input data to be specified in a consistent manner, in arbitrary order, with optional name identification and in arithmetic statement form. • Second, a set of incore data management subroutines allows dynamic storage allocation to be accomplished with integer, real and ASCII data with a minimum of programming effort. These subroutines eliminate paging problems on modern super minicomputers with virtual operating systems. • Third, an out-of-core data management system allows different programs to access the same data. Simple operations allow data transfer between the in and out-of-core systems. The out-of-core data base provides for sequential, direct access and bulk data files. Communication between different data bases allows techniques such as multilevel substructure analysis to be implemented with a minimum of programming. The use of the CAL/SAP development system allows computer programs to be rapidly developed and maintained. Also, it can be used to upgrade existing software in order to obtain modularity and to operate efficiently on the new generation of computer systems. The purpose of this paper is to present the CAL/SAP development system and to illustrate that computer independent programs in structural engineering and computational mechanics can be developed which operate on both large and small computers.}, number={3}, journal={COMPUTERS & STRUCTURES}, author={WILSON, EL and HOIT, MI}, year={1984}, pages={321–338} }
 @inproceedings{hoit_wilson_1984, title={CAL-80: AN EDUCATIONAL AND DEVELOPMENT ENVIRONMENT FOR ENGINEERING.}, volume={3}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-0021316722&partnerID=MN8TOARS}, booktitle={ASEE Annual Conference Proceedings}, author={Hoit, Marc I. and Wilson, Edward L.}, year={1984}, pages={1293–1297} }
 @article{hoit_wilson_1983, title={AN EQUATION NUMBERING ALGORITHM BASED ON A MINIMUM FRONT CRITERIA}, volume={16}, ISSN={["0045-7949"]}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-0020265503&partnerID=MN8TOARS}, DOI={10.1016/0045-7949(83)90163-3}, abstractNote={An algorithm is presented which defines the optimum equation numbering sequence for the Gauss Elimination solution of finite element systems. The equation numbering sequence generated is identical to the equation solving sequence used in the well-known “Frontal Method”, in which the next equation to be eliminated is determined by the minimum front criteria. After the numbering sequence is determined, the equations are stored in profile form. Therefore, the new algorithm is named the “Profile-Front Minimization” or “PFM” algorithm. In this paper, existing methods for equation renumbering are discussed. The theoretical development and the computer implementation of the PFM method are then presented. Solution times and storage requirements for several examples are summarized and the PFM algorithm is compared to other techniques. In all the examples studied, the PFM algorithm produced equation numbering sequences which resulted in the minimum solution times. In addition, the PFM method, for higher order finite element systems, requires significantly less computer storage than other methods. The Fortran listing of the subroutines for the PFM algorithm are give. These can be used directly by Profile or Frontal solvers since both nodal and element numbering sequences are produced. These subroutines have proven to be extremely effective when used on microcomputers.}, number={1-4}, journal={COMPUTERS & STRUCTURES}, author={HOIT, M and WILSON, EL}, year={1983}, pages={225–239} }
 @book{hoit_1983, title={New computer programming techniques for structural engineering}, publisher={University of California, Berkeley}, author={Hoit, Marc Ira}, year={1983} }
 @book{2010 structures congress: 19th analysis and computation specialty conference, publisher={Reston, Va.:  American Society of Civil Engineers} }
 @article{hoit, title={Alternatives to matrix methods, how to teach structural behavior}, volume={1}, journal={Structure Magazine}, author={Hoit, M. I.} }
 @article{hoit_fagundo_johnson, title={An integrated design environment for concrete structures}, journal={Computer Applications in Concrete Technology}, author={Hoit, M. I. and Fagundo, F. E. and Johnson, H.}, pages={139 148} }
 @article{bridge pier analysis for ship impact, volume={4}, journal={International Bridge Engineering Conference}, pages={279–288} }
 @inproceedings{hoit_mcvay_hays, title={Bridge pier analysis for ship impact and other loads}, booktitle={National Workshop on Bridge Research in Progress}, author={Hoit, M.I. and McVay, M.C. and Hays, C.O.}, pages={377–380} }
 @inproceedings{hoit_mcvay_hays, title={Bridge pile substructure analysis and ship impact}, booktitle={Ship Collision Analysis}, author={Hoit, M. and McVay, M. and Hays, C.}, pages={141–147} }
 @inproceedings{hoit_wilson, title={CAL 80:  An educational and developmental environment for engineering}, booktitle={ASEE Annual Conference & Exposition}, author={Hoit, M. I. and Wilson, E. L.}, pages={1293–1297} }
 @article{pinto_mcvay_hoit, title={Centrifuge testing of plumb and battered pile groups in sand}, volume={1569}, journal={Transportation Research Record}, author={Pinto, P. and McVay, M. and Hoit, M.I.}, pages={8–16} }
 @inproceedings{williams_hoit, title={Comparing time domain and modal analysis methods for bridge piers}, booktitle={ASCE Structures Congress and Exposition}, author={Williams, M.E. and Hoit, M.I.} }
 @inproceedings{williams_hoit, title={Comparison of static and dynamic pier impact analysis using FB-Pier}, booktitle={Proceedings of the FHWA National Workshop on Innovative Applications of Finite Element Modeling in Highway Structures}, author={Williams, M.E. and Hoit, M.I.} }
 @inproceedings{hoit, title={Computer independent programming}, booktitle={ASCE Conference Proceedings}, author={Hoit, M. I.}, pages={39–41} }
 @book{hoit, title={Computer-assisted structural analysis and modeling}, publisher={Englewood Cliffs, NJ: Prentice Hall}, author={Hoit, M. I.} }
 @inproceedings{hoit_cook_christos, title={Coupled force density and direct stiffness solution method of cable-beam systems}, booktitle={ASCE Conference Proceedings}, author={Hoit, M.I. and Cook, R.A. and Christos, P.}, pages={285–288} }
 @book{hoit, title={DIGGS 1.0. a Release Notes}, journal={Data Interchange for Geotechnical and GeoEnvironmental Specialists (DIGGS)}, author={Hoit, Marc} }
 @article{styler_hoit_mcvay, title={Deep Foundation Data Capabilities of the Data Interchange for Geotechnical and Geoenvironmental Specialists (DIGGS) Mark-up Language}, journal={Electronic Journal of Geotechnical Engineering}, author={Styler, M. and Hoit, M. and McVay, M.} }
 @inproceedings{mcvay_hoit_hughes e._p., title={Development of a web based design, and construction bridge substructure database}, booktitle={Transportation Research Board Annual Meeting}, author={McVay, M. and Hoit, M. and Hughes E., Nguyen T. and P., Lai} }
 @book{don't mess with structural engineers: expanding our role : proceedings of the 2009 structures congress, april 30-may 2, 2009, austin, texas, publisher={Reston, Va.:  American Society of Civil Engineers} }
 @inproceedings{hoit_kurth_peeler_schaffer_sills_streck_thompson j._vouk, title={Don?t let the cloud rain on you}, booktitle={IBM Cloud Academy Conference}, author={Hoit, M. and Kurth, A. and Peeler, A. and Schaffer, H. and Sills, E. and Streck, J. and Thompson J. and Vouk, M.} }
 @inproceedings{carter_hoit_anderson, title={Factors influencing freshmen retention in engineering programs}, booktitle={ASEE Annual Conference & Exposition}, author={Carter, R. and Hoit, M. and Anderson, T.} }
 @inbook{hoit_consolazio, title={Finite Elements}, ISBN={9781584885658}, booktitle={Handbook of Dynamic System Modeling}, publisher={Boca Raton: Chapman & Hall/CRC}, author={Hoit, M. and Consolazio, G.} }
 @inproceedings{hoit_mcvay_hays, title={Florida pier computer program for bridge substructure analysis: Models and methods}, booktitle={Conference Proceedings, The Design of Bridges for Extreme}, author={Hoit, M.I. and McVay, M.C. and Hays, C.O}, pages={1–17} }
 @inproceedings{hoit_culpepper, title={Freshman interdisciplinary laboratory}, booktitle={ASEE Annual Conference & Exposition}, author={Hoit, M. I. and Culpepper, K.}, pages={630–637} }
 @inproceedings{hoit_syfrett, title={Freshman interdisciplinary laboratory - second year results}, booktitle={ASEE Annual Conference & Exposition}, author={Hoit, M. I. and Syfrett, E.}, pages={2470–2480} }
 @inbook{hoit_selvappalm_hays, title={Highway bridge rating system on a vector processor}, booktitle={Computer Assisted Analysis and Modeling on the IBM 3090}, publisher={Cambridge, Massachesetts: The MIT Press}, author={Hoit, M. I. and Selvappalm, M. and Hays, C. O.} }
 @inproceedings{hoit_ohland, title={Implementing curriculum reform: A case history}, booktitle={ASEE Annual Conference & Exposition}, author={Hoit, M.I. and Ohland, M.}, pages={1817–1821} }
 @inproceedings{hoit_ohland, title={Institutionalizing curriculum change: A SUCCEED case history}, booktitle={Frontiers in education 1995 - 25th annual conference, proceedings, vols i and ii: engineering education for the 21st century}, author={Hoit, M. and Ohland, M.}, pages={348–353} }
 @inproceedings{ohland_felder_hoit_zhang_anderson, title={Integrated curricula in the SUCCEED coalition}, booktitle={ASEE Annual Conference & Exposition}, author={Ohland, M. W. and Felder, R. and Hoit, M. and Zhang, G. and Anderson, T.} }
 @inproceedings{soeiro_fagundo_hoit, title={Integrated optimization of nonlinear reinforced-concrete frames}, booktitle={Computer Aided Analysis and Design of Concrete Structures, vols 1 and 2}, author={Soeiro, A. V. and Fagundo, F. E. and Hoit, M. I.}, pages={133–140} }
 @article{fagundo_hoit_johnson, title={Integrated software for concrete design}, volume={11}, number={9}, journal={Concrete International Journal}, author={Fagundo, F. E. and Hoit, M. I. and Johnson, H.}, pages={78–85} }
 @inproceedings{hoit_soeiro, title={Integrated structural sizing optimization}, booktitle={Proceedings of the International Conference on Computational Engineering Science}, author={Hoit, M. I. and Soeiro, A.} }
 @inproceedings{hoit_ohland, title={Integrating the first two years of engineering education}, booktitle={ASEE Annual Conference & Exposition}, author={Hoit, M.I. and Ohland, M.} }
 @article{adeoye_aman-oloniyo_nwaeke_mbata_oduneye_azarian_kite-powell_zaheer_baer_kay_et al., title={International Society for Disease Surveillance 10 th Annual Conference 2011 Building the Future of Public Health Surveillance}, author={Adeoye, Olawunmi and Aman-Oloniyo, Abimbola and Nwaeke, Clement and Mbata, Angela and Oduneye, Abiola and Azarian, Taj and Kite-Powell, Aaron and Zaheer, Saad and Baer, Atar and Kay, Meagan and et al.} }
 @inproceedings{williams_mcvay_hoit, title={LRFD substructure and foundation design programs}, booktitle={International Bridge Conference}, author={Williams, M.E. and McVay, M. and Hoit, M.I.} }
 @inproceedings{cairns_potenziani_hoit_jenkins_edgemon, title={Novel approach to statewide biosurveillance using emergency medical services (EMS) information}, booktitle={International Society for Disease Surveillance 10th Annual Conference 2011}, author={Cairns, C. and Potenziani, D. and Hoit, M. and Jenkins, C. and Edgemon, S.} }
 @article{hoit, title={Overcoming barriers and making it real}, journal={Q2 Special Report: Big Data, Big Expectations, The Center for Digital Education}, author={Hoit, M. I.}, pages={24–25} }
 @inproceedings{ashley_cook_hoit, title={Performance of Traffic Signals and Signs in Hurricane Andrew}, booktitle={Hurricanes of 1992@ sLessons Learned and Implications for the Future}, author={Ashley, Frances K and Cook, Ronald A and Hoit, Marc I}, pages={415–423} }
 @article{anderson_hoit_felder_brent_zorowski_ollis_ohland_phillips, title={SUCCEED: A Multiple University Collaborative Approach to Systemic Curriculum Change}, author={Anderson, Tim and Hoit, Marc and Felder, Richard and Brent, Rebecca and Zorowski, Carl and Ollis, David and Ohland, Matt and Phillips, Howard} }
 @inproceedings{sizing optimization, booktitle={ASCE Conference Proceedings}, pages={212–221} }
 @article{fagundo_hoit_johnson, title={Software INTEGRADO para el disno estructural}, volume={2}, number={20}, journal={Construction Technologia Journal}, author={Fagundo, F. E. and Hoit, M. I. and Johnson, J. H}, pages={20–35} }
 @book{structures congress 2008: crossing borders proceedings of the 2008 structures congress, april 24-26, 2008, vancouver, bc, canada, publisher={Reston, Va.:  American Society of Civil Engineers} }
 @book{structures congress 2011: proceedings of the 2011 structures congress : april 14-16, 2011, las vegas, nevada, publisher={Reston, Va.:  American Society of Civil Engineers} }
 @article{hoit_fagundo_hamilton, title={Substructure modeling of two way slab systems}, journal={Computer Applications in Concrete Technology}, author={Hoit, M. I. and Fagundo, F. E. and Hamilton, T.}, pages={25–46} }
 @inproceedings{hoit_sayers_lewis_a., title={Survey builder: A tool to support assessment}, booktitle={ASEE Annual Conference & Exposition}, author={Hoit, M. and Sayers, R. and Lewis, B. and A., Karkera} }
 @inproceedings{ohland_hoit_kantowski, title={Teaching Teachers to Teach Engineering: The 19th Annual SECME Summer Institute}, booktitle={ASEE Annual Conference & Exposition}, author={Ohland, M. and Hoit, M.I. and Kantowski, M.} }
 @inproceedings{hoit_styler_mcvay, title={The DIGGS standard and piling (v1)}, booktitle={Geo-Engineering Data: Representation and Standardization}, author={Hoit, M. and Styler, M. and McVay, M.} }
 @article{ventura_finn_felber, title={The Earthquake Engineering Online Archive NISEE e-Library}, author={Ventura, Carlos E and Finn, WD and Felber, Andreas J} }
 @inproceedings{ohland_hoit, title={The Hands-On Institute for Science and Technology: One Possible Model}, booktitle={Forming Civil Engineering’s Future}, author={Ohland, Matthew and Hoit, Marc}, pages={124–129} }
 @inproceedings{stanfill k._rossi w._whitney d._hoit, title={The University of Florida Integrated Technology Ventures (ITV) program}, booktitle={ASEE Annual Conference & Exposition}, author={Stanfill K., Sander E. and Rossi W., Ingley H. and Whitney D. and Hoit, M.} }
 @inproceedings{ohland_hoit, title={The hands-on institute for science and technology: One possible model}, booktitle={Forming Civil Engineering's Future}, author={Ohland, M. and Hoit, M.}, pages={124–129} }
 @article{hoit_ohland_kantowski, title={The impact of a discipline-based introduction to engineering course on improving retention}, volume={87}, number={1}, journal={Journal of Engineering Education}, author={Hoit, M.I. and Ohland, M and Kantowski, M.}, pages={79–85} }
 @inproceedings{williams_hoit, title={Using neural networks to position live loads on bridge piers}, booktitle={International Conference on Civil and Structural Engineering Computing}, author={Williams, M.E. and Hoit, M.I.} }
 @article{williams_hoit, title={Using neural networks to position live loads on bridge piers}, volume={35}, number={10-11}, journal={Advances in Engineering Software}, author={Williams, M.E. and Hoit, M.I.}, pages={645–652} }
 @inproceedings{hoit_ellifritt, title={Your building may be stronger than you think - the benefits of 3-D analysis}, booktitle={Structural Stability Research Council: 1993 Annual Technical Session, Proceedings: Reports on Current Research Activities}, author={Hoit, M. and Ellifritt, D.}, pages={1–11} }