Mervyn Kowalsky Tasdemir, E., Seracino, R., Kowalsky, M. J., & Nau, J. (2023). Behavior of large diameter carbon fiber anchors. CONSTRUCTION AND BUILDING MATERIALS, 394. https://doi.org/10.1016/j.conbuildmat.2023.132174 Calderon, V., Pourghaz, M., & Kowalsky, M. (2023). Critical Bending Strain and Mechanical Properties of Corroded Reinforcing Bars. ACI MATERIALS JOURNAL, 120(2), 77–86. https://doi.org/10.14359/51738461 Parra, A. L. P., & Kowalsky, M. J. (2023). Impact of ground motion directionality (RotDnn) on the coupled and uncoupled inelastic response of RC circular cantilever columns. EARTHQUAKE SPECTRA, 39(3), 1859–1882. https://doi.org/10.1177/87552930231183725 Martinez, D. R., & Kowalsky, M. J. (2023). Influence of Viscous Damping Models on the Inelastic Response of Reinforced Concrete Columns and Bridges. JOURNAL OF STRUCTURAL ENGINEERING, 149(2). https://doi.org/10.1061/JSENDH.STENG-11040 Martinez, D. R., & Kowalsky, M. J. (2023). Nonlinear seismic performance of RC bridges using the ESA, EDA, DDBA, and nonlinear analysis with various viscous damping models. EARTHQUAKE SPECTRA, 39(1), 242–268. https://doi.org/10.1177/87552930221145435 Martinez, D. R., & Kowalsky, M. J. (2022). Comparison of Seismic Demands on RC Bridge Columns Using the AASHTO Guide Specification, DDBA, and Nonlinear Analysis for Shallow Crustal and Subduction Tectonic Regimes. JOURNAL OF BRIDGE ENGINEERING, 27(6). https://doi.org/10.1061/(ASCE)BE.1943-5592.0001868 Martinez, D. R., & Kowalsky, M. J. (2022). Recommended Parameters for Takeda Degrading Stiffness Hysteresis for Reinforced Concrete Circular Bridge Columns. ACI STRUCTURAL JOURNAL, 119(6), 275–288. https://doi.org/10.14359/51736116 Sosa, D., Varela, J., & Kowalsky, M. (2022). Simplification of Buckled Bar Tension Test through Fiber Modeling. ACI MATERIALS JOURNAL, 119(3), 161–171. https://doi.org/10.14359/51734616 Tasdemir, E., Seracino, R., Kowalsky, M., & Nau, J. (2022). Tensile Behavior of Large Diameter Carbon Fiber Anchors. 10TH INTERNATIONAL CONFERENCE ON FRP COMPOSITES IN CIVIL ENGINEERING (CICE 2020/2021), Vol. 198, pp. 1199–1207. https://doi.org/10.1007/978-3-030-88166-5_104 Barcley, L. B., & Kowalsky, M. J. (2020). Seismic Performance of Circular Concrete Columns Reinforced with High-Strength Steel. Journal of Structural Engineering, 146(2), 04019198. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002452 Barcley, L., & Kowalsky, M. (2019). Critical Bending Strain of Reinforcing Steel and Buckled Bar Tension Test. ACI Materials Journal, 116(3), 53–61. https://doi.org/10.14359/51715583 Haro, A. G., Kowalsky, M., & Chai, Y. H. (2019). Out-of-plane buckling instability limit state for boundary regions of special RC structural walls. Bulletin of Earthquake Engineering, 17(9), 5159–5182. https://doi.org/10.1007/s10518-019-00667-4 Krish, Z. F., Kowalsky, M. J., & Nau, J. M. (2019). Seismic Repair of Circular Reinforced Concrete Bridge Columns by Plastic Hinge Relocation with Grouted Annular Ring. Journal of Earthquake Engineering, 25(12), 1–35. https://doi.org/10.1080/13632469.2019.1688205 Haro, A. G., Kowalsky, M., Chai, Y. H., & Lucier, G. (2018). Boundary Elements of Special Reinforced Concrete Walls Tested under Different Loading Paths. EARTHQUAKE SPECTRA, 34(3), 1267–1288. https://doi.org/10.1193/081617EQS160M Aguirre, D. A., Kowalsky, M. J., Nau, J. M., Gabr, M., & Lucier, G. (2018). Seismic performance of reinforced concrete filled steel tube drilled shafts with inground plastic hinges. Engineering Structures, 165, 106–119. https://doi.org/10.1016/j.engstruct.2018.03.034 Goodnight, J. C., Kowalsky, M. J., & Nau, J. M. (2017, September). Closure to "Modified Plastic-Hinge Method for Circular RC Bridge Columns" by Jason C. Goodnight, Mervyn J. Kowalsky, and James M. Nau. JOURNAL OF STRUCTURAL ENGINEERING, Vol. 143. https://doi.org/10.1061/(asce)st.1943-541x.0001867 Kelly Herrick, C., & Kowalsky, M. J. (2017). Out-of-Plane Buckling of Ductile Reinforced Structural Walls due to In-Plane Loads. Journal of Structural Engineering, 143(3), 04016182. https://doi.org/10.1061/(asce)st.1943-541x.0001660 Overby, D., Kowalsky, M., & Seracino, R. (2017). Stress-strain response of A706 grade 80 reinforcing steel. Construction and Building Materials, 145, 292–302. https://doi.org/10.1016/j.conbuildmat.2017.03.200 Fulmer, S. J., Nau, J. M., Kowalsky, M. J., & Marx, E. E. (2016). Development of a ductile steel bridge substructure system. Journal of Constructional Steel Research, 118, 194–206. https://doi.org/10.1016/j.jcsr.2015.11.012 Khan, E., Kowalsky, M. J., & Nau, J. M. (2016). Equivalent Viscous Damping Model for Short-Period Reinforced Concrete Bridges. Journal of Bridge Engineering, 21(2), 04015047. https://doi.org/10.1061/(asce)be.1943-5592.0000803 Kong, C., & Kowalsky, M. J. (2016). Impact of Damping Scaling Factors on Direct Displacement-Based Design. Earthquake Spectra, 32(2), 843–859. https://doi.org/10.1193/021815eqs031m Goodnight, J. C., Kowalsky, M. J., & Nau, J. M. (2016). Modified Plastic-Hinge Method for Circular RC Bridge Columns. Journal of Structural Engineering, 142(11), 04016103. https://doi.org/10.1061/(asce)st.1943-541x.0001570 Goodnight, J. C., Kowalsky, M. J., & Nau, J. M. (2016). Strain Limit States for Circular RC Bridge Columns. EARTHQUAKE SPECTRA, 32(3), 1627–1652. https://doi.org/10.1193/030315eqs036m Feng, Y., Kowalsky, M. J., & Nau, J. M. (2015). Effect of Seismic Load History on Deformation Limit States for Longitudinal Bar Buckling in RC Circular Columns. Journal of Structural Engineering, 141(8), 04014187. https://doi.org/10.1061/(asce)st.1943-541x.0001153 Feng, Y., Kowalsky, M. J., & Nau, J. M. (2015). Finite-Element Method to Predict Reinforcing Bar Buckling in RC Structures. Journal of Structural Engineering, 141(5), 04014147. https://doi.org/10.1061/(asce)st.1943-541x.0001048 Fulmer, S. J., Kowalsky, M. J., & Nau, J. M. (2015). Grouted shear stud connection for steel bridge substructures. Journal of Constructional Steel Research, 109, 72–86. https://doi.org/10.1016/j.jcsr.2015.02.009 Brown, N. K., Kowalsky, M. J., & Nau, J. M. (2015). Impact of D/t on seismic behavior of reinforced concrete filled steel tubes. Journal of Constructional Steel Research, 107, 111–123. https://doi.org/10.1016/j.jcsr.2015.01.013 Chai, Y. H., & Kowalsky, M. J. (2015). Influence of Nonviscous Damping on Seismic Inelastic Displacements. INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 15(5). https://doi.org/10.1142/s0219455414500746 Khan, E., Sullivan, T. J., & Kowalsky, M. J. (2014). Direct Displacement-Based Seismic Design of Reinforced Concrete Arch Bridges. JOURNAL OF BRIDGE ENGINEERING, 19(1), 44–58. https://doi.org/10.1061/(asce)be.1943-5592.0000493 Feng, Y., Kowalsky, M. J., & Nau, J. M. (2014). Fiber-Based Modeling of Circular Reinforced Concrete Bridge Columns. JOURNAL OF EARTHQUAKE ENGINEERING, 18(5), 714–734. https://doi.org/10.1080/13632469.2014.904254 Rutledge, S. T., Kowalsky, M. J., Seracino, R., & Nau, J. M. (2014). Repair of Reinforced Concrete Bridge Columns Containing Buckled and Fractured Reinforcement by Plastic Hinge Relocation. Journal of Bridge Engineering, 19(8). https://doi.org/10.1061/(asce)be.1943-5592.0000492 Sritharan, S., Beyer, K., Henry, R. S., Chai, Y. H., Kowalsky, M., & Bull, D. (2014). Understanding Poor Seismic Performance of Concrete Walls and Design Implications. EARTHQUAKE SPECTRA, 30(1), 307–334. https://doi.org/10.1193/021713eqs036m Calvi, G. M., Priestley, M. J. N., & Kowalsky, M. J. (2013). Displacement-Based Seismic Design of Bridges. STRUCTURAL ENGINEERING INTERNATIONAL, 23(2), 112–121. https://doi.org/10.2749/101686613x13439149157399 Vidot-Vega, A. L., & Kowalsky, M. J. (2013). Drift, strain limits and ductility demands for RC moment frames designed with displacement-based and force-based design methods. ENGINEERING STRUCTURES, 51, 128–140. https://doi.org/10.1016/j.engstruct.2013.01.004 Goodnight, J. C., Kowalsky, M. J., & Nau, J. M. (2013). Effect of Load History on Performance Limit States of Circular Bridge Columns. JOURNAL OF BRIDGE ENGINEERING, 18(12), 1383–1396. https://doi.org/10.1061/(asce)be.1943-5592.0000495 Robinson, B., Suarez, V., Gabr, M., & Kowalsky, M. (2012). Configuration Optimization of Drilled Shafts Supporting Bridge Structures: Three Case Studies. Practice Periodical on Structural Design and Construction, 17(3), 93–101. https://doi.org/10.1061/(asce)sc.1943-5576.0000118 Fulmer, S. J., Kowalsky, M. J., Nau, J. M., & Hassan, T. (2012). Reversed Cyclic Flexural Behavior of Spiral DSAW and Single Seam ERW Steel Pipe Piles. JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 138(9), 1099–1109. https://doi.org/10.1061/(asce)st.1943-541x.0000553 Montejo, L. A., Gonzalez-Roman, L. A., & Kowalsky, M. J. (2012). Seismic Performance Evaluation of Reinforced Concrete-Filled Steel Tube Pile/Column Bridge Bents. JOURNAL OF EARTHQUAKE ENGINEERING, 16(3), 401–424. https://doi.org/10.1080/13632469.2011.614678 Suarez, V. A., & Kowalsky, M. J. (2011). A Stability-Based Target Displacement for Direct Displacement-Based Design of Bridge Piers. Journal of Earthquake Engineering, 15(5), 754–774. https://doi.org/10.1080/13632469.2010.534233 Vidot-Vega, A. L., & Kowalsky, M. (2011). Impact of seismic input on strain/displacement response of reinforced concrete members and frames. ACI Structural Journal, 108(2), 178–187. https://doi.org/10.14359/51664253 Robinson, B., Suarez, V., Gabr, M. A., & Kowalsky, M. (2011). Simplified Lateral Analysis of Deep Foundation Supported Bridge Bents: Driven Pile Case Studies. JOURNAL OF BRIDGE ENGINEERING, 16(4), 558–569. https://doi.org/10.1061/(asce)be.1943-5592.0000182 Abdi, O., Peters, K., Kowalsky, M., & Hassan, T. (2011). Validation of a single-mode polymer optical fiber sensor and interrogator for large strain measurements. MEASUREMENT SCIENCE AND TECHNOLOGY, 22(7). https://doi.org/10.1088/0957-0233/22/7/075207 Dwairi, H. M., Wagner, M. C., Kowalsky, M. J., & Zia, P. (2010). Behavior of instrumented prestressed high performance concrete bridge girders. CONSTRUCTION AND BUILDING MATERIALS, 24(11), 2294–2311. https://doi.org/10.1016/j.conbuildmat.2010.04.026 Fulmer, S. J., Kowalsky, M. J., Nau, J. M., & Hassan, T. (2010). Ductility of Welded Steel Pile to Steel Cap Beam Connections. Structures Congress 2010. Presented at the Structures Congress 2010. https://doi.org/10.1061/41130(369)21 Vidot-Vega, A. L., & Kowalsky, M. J. (2010). Relationship between strain, curvature, and drift in reinforced concrete moment frames in support of performance-based seismic design. ACI Structural Journal, 107(3), 291–299. https://doi.org/10.14359/51663694 Montejo, L. A., Marx, E., & Kowalsky, M. J. (2010). Seismic design of reinforced concrete bridge columns at subfreezing temperatures. ACI Structural Journal, 107(4), 427–433. https://doi.org/10.14359/51663815 Hendrix, S. E., & Kowalsky, M. J. (2010). Seismic shear behavior of lightweight aggregate concrete square columns. ACI Structural Journal, 107(6), 680–688. https://doi.org/10.14359/51664016 Kiesel, S., Peters, K., Hassan, T., & Kowalsky, M. (2009, March). Calibration of a single-mode polymer optical fiber large-strain sensor. MEASUREMENT SCIENCE AND TECHNOLOGY, Vol. 20. https://doi.org/10.1088/0957-0233/20/3/034016 Abdi, O., Wong, K. C., Hassan, T., Peters, K. J., & Kowalsky, M. J. (2009). Cleaving of solid single mode polymer optical fiber for strain sensor applications. OPTICS COMMUNICATIONS, 282(5), 856–861. https://doi.org/10.1016/j.optcom.2008.11.046 Vidot-Vega, A. L., Possiel, B., Robinson, B., Kowalsky, M. J., & Gabr, M. A. (2009). Evaluation of Rotational Stiffness of Elastomeric Bearing Pad-Anchor Bolt Connections on Deep Foundation Bents. JOURNAL OF BRIDGE ENGINEERING, 14(6), 487–495. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000010 Montejo, L. A., Kowalsky, M. J., & Hassan, T. (2009). Seismic behavior of flexural dominated reinforced concrete bridge columns at low temperatures. Journal of Cold Regions Engineering, 23(1), 18–42. https://doi.org/10.1061/(ASCE)0887-381X(2009)23:1(18) Montejo, L. A., Kowalsky, M. J., & Hassan, T. (2009). Seismic behavior of shear-dominated reinforced concrete columns at low temperatures. ACI Structural Journal, 106(4), 445–454. https://doi.org/10.14359/56610 Montejo, L. A., Sloan, J. E., Kowalsky, M. J., & Hassan, T. (2008). Cyclic response of reinforced concrete members at low temperatures. Journal of Cold Regions Engineering, 22(3), 79–102. https://doi.org/10.1061/(ASCE)0887-381X(2008)22:3(79) Montejo, L. A., & Kowalsky, M. J. (2008, May). Estimation of frequency-dependent strong motion duration via wavelets and its influence on nonlinear seismic response. COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING, Vol. 23, pp. 253–264. https://doi.org/10.1111/j.1467-8667.2007.00534.x Kiesel, S., Peters, K., Hassan, T., & Kowalsky, M. (2008). Large deformation in-fiber polymer optical fiber sensor. IEEE PHOTONICS TECHNOLOGY LETTERS, 20(5-8), 416–418. https://doi.org/10.1109/LPT.2008.916929 Kowalsky, M. J., & Sritharan, S. (Eds.). (2008). M.J. Nigel Priestley Symposium: August 4-5, 2008, North Tahoe Conference Center, King's Beach, California. Pavia, Italy: IUSS Press. Robinson, B., Suarez, V., Robalino, P., Kowalsky, M., & Gabr, M. (2007). A Point of Fixity Model for Pile and Shaft Bents. Contemporary Issues In Deep Foundations, 158. https://doi.org/10.1061/40902(221)16 Kiesel, S., Peters, K., Hassan, T., & Kowalsky, M. (2007, October). Behaviour of intrinsic polymer optical fibre sensor for large-strain applications. MEASUREMENT SCIENCE AND TECHNOLOGY, Vol. 18, pp. 3144–3154. https://doi.org/10.1088/0957-0233/18/10/S16 Wight, G. D., Kowalsky, M. J., & Ingham, J. M. (2007). Direct displacement-based seismic design of unbonddd post-tensioned masonry walls. ACI Structural Journal, 104(5), 560–569. https://doi.org/10.14359/18858 Suarez, V., & Kowalsky, M. J. (2007). Displacement-based seismic design of drilled shaft bents with soil-structure interaction. JOURNAL OF EARTHQUAKE ENGINEERING, 11(6), 1010–1030. https://doi.org/10.1080/13632460701232683 M.J.N. Priestley, G. M. C., & Kowalsky, M. J. (2007). Displacement-based seismic design of structures. https://doi.org/10.1002/eqe.807 Dwairi, H. M., Kowalsky, M. J., & Nau, J. M. (2007). Equivalent damping in support of direct displacement-based design. JOURNAL OF EARTHQUAKE ENGINEERING, 11(4), 512–530. https://doi.org/10.1080/13632460601033884 Vidot?Vega, A. L., Possiel, B., Robinson, B., Kowalsky, M., & Gabr, M. A. (2007). Moment transfer in bearing supported Bridges. 2007 PCI-FHWA National Bridge Conference, AZ, October 2007. Wight, G. D., Kowalsky, M. J., & Ingham, J. M. (2007). Shake table testing of post-tensioned concrete masonry walls containing openings. Publication Pending, 133(11), 1551–1559. https://doi.org/10.1061/(asce)0733-9445(2007)133:11(1551) Dwairi, H., & Kowalsky, M. (2006). Implementation of inelastic displacement patterns in direct displacement-based design of continuous bridge structures. EARTHQUAKE SPECTRA, 22(3), 631–662. https://doi.org/10.1193/1.2220577 Wight, G. D., Ingham, J. M., & Kowalsky, M. J. (2006). Shaketable testing of rectangular post-tensioned concrete masonry walls. ACI Structural Journal, 103(4), 587–595. https://doi.org/10.14359/16435 Wing, K. M., & Kowalsky, M. J. (2005). Behavior, analysis, and design of an instrumented link-slab bridge. Journal of Bridge Engineering (ASCE), 10(3), 331–334. https://doi.org/10.1061/(asce)1084-0702(2005)10:3(331) Ewing, B. D., & Kowalsky, M. J. (2004). Compressive behavior of unconfined and confined clay brick masonry. Journal of Structural Engineering (New York, N.Y.), 130(4), 650–661. https://doi.org/10.1061/(asce)0733-9445(2004)130:4(650) Durham, A. S., & Kowalsky, M. J. (2004). Influence of confinement on the cyclic behavior of reinforced clay brick masonry walls. Masonry Society Journal, 22(1). Rosenboom, O. A., & Kowalsky, M. J. (2004). Reversed in-plane cyclic behavior of posttensioned clay brick masonry walls. Journal of Structural Engineering (New York, N.Y.), 130(5), 787–798. https://doi.org/10.1061/(asce)0733-9445(2004)130:5(787) Moyer, M. J., & Kowalsky, M. J. (2003). Influence of tension strain on buckling of reinforcement in concrete columns. ACI Structural Journal, 100(1), 75–85. https://doi.org/10.14359/12441 Sullivan, T. J., Calvi, G. M., Priestley, M. J. N., & Kowalsky, M. J. (2003). The limitations and performances of different displacement based design methods. JOURNAL OF EARTHQUAKE ENGINEERING, Vol. 7, pp. 201–241. https://doi.org/10.1142/S1363246903001012 Kowalsky, M. J. (2002). A displacement-based approach for the seismic design of continuous concrete bridges. EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 31(3), 719–747. https://doi.org/10.1002/eqe.150 Fam, A., Musiker, D., Kowalsky, M., & Rizkalla, S. (2002). In-plane testing of damaged masonry wall repaired with FRP. Advanced Composites Letters, 11(6), 277–283. https://doi.org/10.1177/096369350201100602 Kowalsky, M. J. (2001). RC structural walls designed according to UBC and displacement-based methods. Journal of Structural Engineering (New York, N.Y.), 127(5), 506–516. https://doi.org/10.1061/(asce)0733-9445(2001)127:5(506) Kowalsky, M. J. (2000). Deformation limit states for circular reinforced concrete bridge columns. Journal of Structural Engineering (New York, N.Y.), 126(8), 869–878. https://doi.org/10.1061/(asce)0733-9445(2000)126:8(869) Priestly, M. J. N., & Kowalsky, M. J. (2000). Direct displacement-based seismic design of concrete buildings. Bulletin of the New Zealand National Society for Earthquake Engineering, 33(4), 421–444. Kowalsky, M. J., Priestley, M. J. N., & Seible, F. (2000). Dynamic behavior of lightweight concrete bridges. ACI Structural Journal, 97(4), 602–618. https://doi.org/10.14359/7426 Kowalsky, M. J., & Priestley, M. J. N. (2000). Improved analytical model for shear strength of circular reinforced concrete columns in seismic regions. ACI Structural Journal, 97(3), 388–396. https://doi.org/10.14359/4633 Kowalsky, M. J., Priestley, M. J. N., & Seible, F. (1999). Shear and flexural behavior of lightweight concrete bridge columns in seismic regions. ACI Structural Journal, 96(1), 136–148. https://doi.org/10.14359/605 Priestly, M. J. N., & Kowalsky, M. J. (1998). Aspects of drift and ductility capacity of rectangular cantilever structural walls. Bulletin of the New Zealand National Society for Earthquake Engineering, 31(2), 73–85. KOWALSKY, M. J., PRIESTLEY, M. J. N., & MACRAE, G. A. (1995). DISPLACEMENT-BASED DESIGN OF RC BRIDGE COLUMNS IN SEISMIC REGIONS. EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 24(12), 1623–1643. https://doi.org/10.1002/eqe.4290241206