@article{lee_gupta_proestos_2023, title={Performance-Based Characterization and Quantification of Uncertainty in Damage Plasticity Model for Seismic Fragility Assessment of Concrete Structures}, volume={9}, ISSN={2376-7642}, url={http://dx.doi.org/10.1061/AJRUA6.RUENG-913}, DOI={10.1061/AJRUA6.RUENG-913}, abstractNote={Seismic probabilistic risk assessment requires explicit consideration and quantification of all sources of uncertainty. Although uncertainties in earthquakes and basic material properties, such as nominal concrete compressive strength, strain at maximum stress, and modulus of elasticity of concrete, have been considered in some studies, uncertainties in parameters used to model the nonlinear behavior of concrete are often not considered. Recent recommendations in design standards have incorporated performance-based limit states in the design and risk assessment of nuclear power plants. These recommendations have implicitly mandated that the uncertainty in the nonlinear behavior of concrete needs to be characterized and quantified in accordance with different performance limit states. This study focused on nonlinear model parameters in the concrete damage plasticity model (CDPM) and their characterization in terms of material strength parameters. Furthermore, a performance-based characterization and quantification of uncertainties in nonlinear model parameters was also conducted. Data from existing experimental studies were used to study the uncertainties in CDPM and were used as a basis for the proposed quantification.}, number={1}, journal={ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering}, publisher={American Society of Civil Engineers (ASCE)}, author={Lee, Sangwoo and Gupta, Abhinav and Proestos, Giorgio T.}, year={2023}, month={Mar} }
 @inproceedings{palipana_proestos_2022, title={Asymmetrical loading of reinforced concrete deep beams monitored with full field-of-view digital image correlation}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-85142861610&partnerID=MN8TOARS}, booktitle={fib Symposium}, author={Palipana, D.K. and Proestos, G.T.}, year={2022}, pages={105–112} }
 @inproceedings{trandafir_proestos_mihaylov_2022, title={CRACK-BASED ASSESSMENT OF A 4-METER DEEP BEAM TEST}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-85143916132&partnerID=MN8TOARS}, booktitle={fib Symposium}, author={Trandafir, A.N. and Proestos, G.T. and Mihaylov, B.I.}, year={2022}, pages={2140–2149} }
 @article{trandafir_proestos_mihaylov_2022, title={Detailed crack‐based assessment of a 4‐m deep beam test specimen}, volume={9}, ISSN={1464-4177 1751-7648}, url={http://dx.doi.org/10.1002/suco.202200149}, DOI={10.1002/suco.202200149}, journal={Structural Concrete}, publisher={Wiley}, author={Trandafir, Alexandru N. and Proestos, Giorgio T. and Mihaylov, Boyan I.}, year={2022}, month={Sep} }
 @article{qambar_proestos_2022, title={Experimental Investigation of Reinforced Concrete Deep Beams with Wide Loading Elements}, volume={119}, ISSN={0889-3241 0889-3241}, url={http://dx.doi.org/10.14359/51734497}, DOI={10.14359/51734497}, abstractNote={First Name is required invalid characters Last Name is required invalid characters Email Address is required Invalid Email Address Invalid Email Address}, number={4}, journal={ACI Structural Journal}, publisher={American Concrete Institute}, author={Qambar, M. and Proestos, G.T.}, year={2022}, month={Jul}, pages={239–250} }
 @article{trandafir_palipana_proestos_mihaylov_2022, title={Framework for Crack-Based Assessment of Existing Lightly Reinforced Concrete Deep Members}, volume={119}, ISSN={0889-3241 0889-3241}, url={http://dx.doi.org/10.14359/51733143}, DOI={10.14359/51733143}, abstractNote={First Name is required invalid characters Last Name is required invalid characters Email Address is required Invalid Email Address Invalid Email Address}, number={1}, journal={ACI Structural Journal}, publisher={American Concrete Institute}, author={Trandafir, A. and Palipana, D.K. and Proestos, G.T. and Mihaylov, B.}, year={2022}, month={Jan}, pages={255–266} }
 @article{palipana_trandafir_mihaylov_proestos_2022, title={Framework for Quantification of Shear-Transfer Mechanisms from Deep Beam Experiments}, volume={119}, ISSN={0889-3241 0889-3241}, url={http://dx.doi.org/10.14359/51734485}, DOI={10.14359/51734485}, abstractNote={First Name is required invalid characters Last Name is required invalid characters Email Address is required Invalid Email Address Invalid Email Address}, number={3}, journal={ACI Structural Journal}, publisher={American Concrete Institute}, author={Palipana, D.K. and Trandafir, A. and Mihaylov, B. and Proestos, G.T.}, year={2022}, month={May}, pages={53–65} }
 @inproceedings{trandafir_palipana_proestos_mihaylov_2021, title={Direct crack-based assessment approach for shear critical reinforced concrete deep beams}, volume={2021-June}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-85134817277&partnerID=MN8TOARS}, booktitle={fib Symposium}, author={Trandafir, A.N. and Palipana, D.K. and Proestos, G.T. and Mihaylov, B.I.}, year={2021}, pages={1398–1407} }
 @inproceedings{palipana_trandafir_mihaylov_proestos_2021, title={Direct evaluation of shear carrying mechanisms in reinforced concrete deep beams}, volume={2021-June}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-85134817393&partnerID=MN8TOARS}, booktitle={fib Symposium}, author={Palipana, D.K. and Trandafir, A.N. and Mihaylov, B.I. and Proestos, G.T.}, year={2021}, pages={1700–1709} }
 @article{proestos_palipana_mihaylov_2021, title={Evaluating the shear resistance of deep beams loaded or supported by wide elements}, volume={226}, ISSN={0141-0296}, url={http://dx.doi.org/10.1016/j.engstruct.2020.111368}, DOI={10.1016/j.engstruct.2020.111368}, abstractNote={It is common in concrete structures to encounter deep beams that are loaded or supported by wide elements such as shear walls in buildings and large piers in bridges. This type of boundary condition results in stress concentrations at the edges of the loading or supporting elements, and this in turn results in steep diagonal cracks and concentrated diagonal struts. In this study the shear strength of deep beams affected by stress concentrations is studied in detail with two methods: a two-parameter kinematic theory (2PKT) and a nonlinear finite element model (FEM) VecTor2, which is based on the Disturbed Stress Field Model and the Modified Compression Field Theory. It is shown that, with appropriate simple modifications to account for the loading or support conditions, as well as the dowel action of the longitudinal web reinforcement, the 2PKT captures well the shear strength of 10 test specimens from the literature. The average test-to-predicted ratio for the peak strength, as determined from the 2PKT, was 1.09 with a coefficient of variation of 8.69%. The average test-to-predicted ratio for the peak strength, as determined from the VecTor2 models, was 0.99 with a coefficient-of-variation of 5.27%. The VecTor2 models are also able to accurately capture the strain concentrations measured in the experiments. These FEM analyses and detailed experimental measurements assist in ultimately developing rational approaches, including kinematic and strut-and-tie methods, for evaluating deep beams with stress concentrations, as occurs in members with large loading or supporting elements.}, journal={Engineering Structures}, publisher={Elsevier BV}, author={Proestos, Giorgio T. and Palipana, Dhanushka K. and Mihaylov, Boyan I.}, year={2021}, month={Jan}, pages={111368} }
 @article{kuan_proestos_bentz_collins_2021, title={Response of Prestressed Concrete Beams Subjected to Shear and Torsion}, volume={118}, ISSN={0889-3241 0889-3241}, url={http://dx.doi.org/10.14359/51732833}, DOI={10.14359/51732833}, abstractNote={First Name is required invalid characters Last Name is required invalid characters Email Address is required Invalid Email Address Invalid Email Address}, number={5}, journal={ACI Structural Journal}, publisher={American Concrete Institute}, author={Kuan, A. and Proestos, G.T. and Bentz, E.C. and Collins, M.P.}, year={2021}, month={Sep}, pages={251–261} }
 @inproceedings{stuart_proestos_2021, title={Single element method for modelling reinforced concrete shells subjected to combined in-plane and out-of-plane shear}, volume={2021-June}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-85134815109&partnerID=MN8TOARS}, booktitle={fib Symposium}, author={Stuart, A. and Proestos, G.T.}, year={2021}, pages={1336–1345} }
 @inproceedings{proestos_bentz_collins_2020, title={Neglecting compatibility torsions in the design of concrete structures}, volume={SP-344}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-85110322225&partnerID=MN8TOARS}, booktitle={American Concrete Institute, ACI Special Publication}, author={Proestos, G.T. and Bentz, E.V. and Collins, M.P.}, year={2020}, pages={30–48} }
 @article{berglund_monroe_ahmed_noghabaei_do_pesantez_khaksar fasaee_bardaka_han_proestos_et al._2020, title={Smart Infrastructure: A Vision for the Role of the Civil Engineering Profession in Smart Cities}, volume={26}, ISSN={1076-0342 1943-555X}, url={http://dx.doi.org/10.1061/(ASCE)IS.1943-555X.0000549}, DOI={10.1061/(ASCE)IS.1943-555X.0000549}, abstractNote={Smart city programs provide a range of technologies that can be applied to solve infrastructure problems associated with ageing infrastructure and increasing demands. The potential for infrastructure and urban improvement remains unrealized, however, due to technical, financial, and social constraints and criticisms that limit the implementation of smart cities concepts for infrastructure management. The discussion presented here provides a review of smart technologies including sensors, crowdsourcing and citizen science, actuators, data transmission, Internet of Things, big data analytics, data visualization, and blockchain, which can be used for infrastructure management. Smart infrastructure programs are reviewed to explore how enabling technologies have been applied across civil engineering domains, including transportation systems, water systems, air quality, energy infrastructure, solid waste management, construction engineering and management, structures, and geotechnical systems. Gaps in the application of smart technologies for infrastructure systems are identified, and we highlight how the civil engineering profession can adopt new roles toward the development of smart cities applications. These roles are: (1) master designer: civil engineers can identify ready applications of enabling technologies to improve the delivery of urban resources and services; (2) steward: civil engineers must account for both the environmental and societal impacts of smart infrastructure applications; (3) innovator and integrator: civil engineers should integrate across diverse sectors and groups of experts to develop smart infrastructure programs; (4) manager of risk: civil engineers should manage existing and growing risks of natural disasters, emergencies, and climate change; they should also manage new vulnerabilities in the privacy and security of individuals and households that are introduced through smart technologies; and (5) leader and decision maker: civil engineers can take a lead in smart infrastructure discussions and policy development.}, number={2}, journal={Journal of Infrastructure Systems}, publisher={American Society of Civil Engineers (ASCE)}, author={Berglund, Emily Zechman and Monroe, Jacob G. and Ahmed, Ishtiak and Noghabaei, Mojtaba and Do, Jinung and Pesantez, Jorge E. and Khaksar Fasaee, Mohammad Ali and Bardaka, Eleni and Han, Kevin and Proestos, Giorgio T. and et al.}, year={2020}, month={Jun}, pages={03120001} }
 @article{moratti_gaia_martini_tsioli_grecchi_casotto_calvi_den hertog_calvi_proestos_2019, title={A methodology for the seismic multilevel assessment of unreinforced masonry church inventories in the Groningen area}, volume={17}, ISSN={["1573-1456"]}, url={https://doi.org/10.1007/s10518-019-00575-7}, DOI={10.1007/s10518-019-00575-7}, number={8}, journal={BULLETIN OF EARTHQUAKE ENGINEERING}, publisher={Springer Science and Business Media LLC}, author={Moratti, Matteo and Gaia, Federica and Martini, Sara and Tsioli, Chrysanthi and Grecchi, Giulia and Casotto, Chiara and Calvi, Gian Michele and Den Hertog, Dick and Calvi, Paolo Martino and Proestos, Giorgio Talotti}, year={2019}, month={Aug}, pages={4625–4650} }
 @inproceedings{proestos_bentz_collins_2019, title={Reinforced Concrete Containment Walls Subjected to Combined In-Plane and Out-of-Plane Shear Stresses: Experimental Investigation and Sectional Analysis}, booktitle={Transactions, SMiRT-25: 25th Conference on Structural Mechanics in Reactor Technology}, author={Proestos, G.T. and Bentz, E.C. and Collins, M.P.}, year={2019}, month={Aug} }
 @inproceedings{bruun_kuan_proestos_bentz_collins_2018, title={Advanced nonlinear finite element modelling of reinforced concrete bridge piers}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-85067006371&partnerID=MN8TOARS}, booktitle={Maintenance, Safety, Risk, Management and Life-Cycle Performance of Bridges - Proceedings of the 9th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2018}, author={Bruun, E.P.G. and Kuan, A. and Proestos, G.T. and Bentz, E.C. and Collins, M.P.}, year={2018}, pages={1231–1238} }
 @inproceedings{moratti_gaia_martini_tomasi_casotto_tsioli_grecchi_ozcebe_calvi_den hertog_et al._2018, title={Seismic Assessment of Unreinforced Masonry Houses in the Groningen Area}, booktitle={16th European Conference on Earthquake Engineering}, author={Moratti, M. and Gaia, F. and Martini, S. and Tomasi, A. and Casotto, C. and Tsioli, C. and Grecchi, G. and Ozcebe, S. and Calvi, G.M. and Den Hertog, D. and et al.}, year={2018}, month={Jun} }
 @inproceedings{moratti_gaia_martini_tsioli_grecchi_calvi_den hertog_calvi_proestos_2018, title={The Seismic Assessment of Unreinforced Masonry Church Inventories in the Groningen Area}, booktitle={16th European Conference on Earthquake Engineering}, author={Moratti, M. and Gaia, F. and Martini, S. and Tsioli, C. and Grecchi, G. and Calvi, G.M. and Den Hertog, D. and Calvi, P.M. and Proestos, G.T.}, year={2018}, month={Jun} }
 @inproceedings{calvi_proestos_ruggiero_2018, title={Towards the development of direct crack-based assessment of structures}, volume={2018-March}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-85064955408&partnerID=MN8TOARS}, number={SP 328}, booktitle={American Concrete Institute, ACI Special Publication}, author={Calvi, P.M. and Proestos, G.T. and Ruggiero, D.M.}, year={2018}, pages={141–160} }
 @article{proestos_bentz_collins_2018, title={­Maximum Shear Capacity of Reinforced Concrete Members}, volume={115}, ISSN={0889-3241}, url={http://dx.doi.org/10.14359/51702252}, DOI={10.14359/51702252}, number={5}, journal={ACI Structural Journal}, publisher={American Concrete Institute}, author={Proestos, Giorgio T. and Bentz, Evan C. and Collins, Michael P.}, year={2018}, month={Sep}, pages={1463–1473} }
 @inproceedings{collins_bentz_kuan_proestos_2017, title={Detailing for Torsion Revisited}, booktitle={Denis Mitchell Symposium}, author={Collins, M.P. and Bentz, E.C. and Kuan, A. and Proestos, G.T.}, year={2017}, month={May} }
 @article{proestos_bae_cho_bentz_collins_2016, title={Influence of High-Strength Bars on Shear Response of Containment Walls}, volume={113}, ISSN={0889-3241}, url={http://dx.doi.org/10.14359/51688750}, DOI={10.14359/51688750}, abstractNote={First Name is required invalid characters Last Name is required invalid characters Email Address is required Invalid Email Address Invalid Email Address}, number={5}, journal={ACI Structural Journal}, publisher={American Concrete Institute}, author={Proestos, Giorgio and Bae, G.-M. and Cho, J.-Y. and Bentz, E.C. and Collins, M.P.}, year={2016}, month={Sep}, pages={917–927} }
 @inproceedings{collins_bentz_quach_proestos_2016, title={Predicting the Shear Strength of Thick Slabs}, booktitle={fib International Workshop on Beam Shear}, author={Collins, M.P. and Bentz, E.C. and Quach, P.T. and Proestos, G.T.}, year={2016}, month={Sep}, pages={269–282} }
 @inproceedings{proestos_bentz_collins_2016, title={The design and analysis of reinforced concrete shell elements subjected to in-plane and out-of-plane shear stresses}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-84991738344&partnerID=MN8TOARS}, booktitle={Proceedings of the 11th fib International PhD Symposium in Civil Engineering, FIB 2016}, author={Proestos, G.T. and Bentz, E.C. and Collins, M.P.}, year={2016}, pages={695–702} }
 @inproceedings{collins_bentz_quach_fisher_proestos_2015, title={Predicting the Shear Strength of Concrete Structures}, booktitle={Proceedings, The New Zealand Concrete Industry Conference 2015}, author={Collins, M.P. and Bentz, E.C. and Quach, P.T. and Fisher, A.W. and Proestos, G.T.}, year={2015}, month={Oct} }
 @inproceedings{proestos_aghabeigi_calvi_2015, title={Seismic assessment of the full scale four storey E-Defense rocking shear wall Shake Table Test}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-84942287992&partnerID=MN8TOARS}, booktitle={COMPDYN 2015 - 5th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering}, author={Proestos, G.T. and Aghabeigi, H. and Calvi, P.M.}, year={2015}, pages={3117–3126} }
 @article{collins_bentz_quach_proestos_2015, title={The Challenge of Predicting the Shear Strength of Very Thick Slabs: Results Support Recommendation to Use at Least Minimum Shear Reinforcement}, volume={37}, number={11}, journal={Concrete International}, author={Collins, M.P. and Bentz, E.C. and Quach, P.T. and Proestos, G.T.}, year={2015}, month={Nov}, pages={29–37} }
 @inproceedings{bae_proestos_park_bentz_cho_collins_2014, title={Investigation of shear response of nuclear power plant wall elements using high strength materials}, url={http://www.scopus.com/inward/record.url?eid=2-s2.0-84929448579&partnerID=MN8TOARS}, booktitle={Engineering for Progress, Nature and People}, author={Bae, G.-M. and Proestos, G.T. and Park, J.-H. and Bentz, E.C. and Cho, J.-Y. and Collins, M.P.}, year={2014}, pages={867–873} }
 @inproceedings{bae_proestos_lee_bentz_collins_cho_2013, title={In-Plane Shear Behavior of Nuclear Power Plant Wall Elements with High-Strength Reinforcing Bars}, booktitle={Transactions, SMiRT-22: 22nd Conference on Structural Mechanics in Reactor Technology}, author={Bae, G.-M. and Proestos, G.T. and Lee, S.-C. and Bentz, E.C. and Collins, M.P. and Cho, J.-Y.}, year={2013}, month={Aug} }