Kunnath, Sashi

Publications
Journal Articles

  • Li C, Kunnath SK and Zhao Y (2023). A new framework for ground motion selection for structural seismic assessment. Engineering Structures, 285 (2023): 116055
  • Zhou, J and Kunnath, SK. (2023). Damage-Based Capacity Limit States for Nonductile Bridge Columns, ASCE J of Bridge Engineering, 28 (5).
  • Grayson-Wallace, B., Aljasar, A. Cheng, L. Bolander, B. and Kunnath, SK (2022). Advances in Shear Strengthening of Concrete Bridge Girders, ASCE J of Bridge Engineering,  27 (6): 03122002.
  • Jiang, H., Li, S., Bolander, J and Kunnath, SK (2021). Seismic performance of a new type of coupled shear wall with replaceable components: experimental validation. J of Earthquake Engineering. https://doi.org/10.1080/13632469.2022.2033353.
  • Zhou, J Zhang, Z Williams, T and Kunnath, SK (2021). Challenges in Evaluating Seismic Collapse Risk for RC Buildings. Int. J of Concrete Structures and Materials, 15:27 https://doi.org/10.1186/s40069-021-00463-y.
  • Wang, JH Zhang, X Kunnath, SK He, J and Xiao, Y (2021). Post-Earthquake Fire Resistance and Residual Seismic Capacity of RC Columns. American Concrete Institute Structural Journal, 118 (4), 123-136.
  • Kenawy, M Kunnath, SK Kolwankar, S and Kanvinde, A (2020). Concrete Uniaxial Nonlocal Damage-Plasticity Model for Simulating Post-Peak Response of Reinforced Concrete Beam-Columns under Cyclic Loading. Journal of Structural Engineering. 146 (5). doi: 10.1061/(ASCE)ST.1943-541X.0002592
  • Wang, JH Kunnath, SK He, J and Xiao, Y (2020). Post-Earthquake Fire Resistance of Circular Concrete-Filled Steel Tubular Columns. Journal of Structural Engineering. 146 (6). doi: 10.1061/(ASCE)ST.1943-541X.0002632
  • Zengin, E Abrahamson, NA and Kunnath, SK (2020). Isolating the effect of ground-motion duration on structural damage and collapse of steel frame buildings. Earthquake Spectra. 36 (2), 718-740. doi: 10.1177/8755293019891720
  • Yue, JG Kunnath, SK and Xiao, Y (2020). Uniaxial concrete tension damage evolution using acoustic emission monitoring. Construction and Building Materials. 232: doi: 10.1016/ j.conbuildmat.2019.117281
  • Li, S. Petrone, F and Kunnath, SK. (2019). Robustness of RC Buildings to Progressive Collapse: Influence of Building Height. Engineering Structures, 183: 690-711.
  • Kenawy M, Kunnath SK, Kolwankar S and Kanvinde A. (2018). Fiber-Based Nonlocal Formulation for Simulating Softening in Reinforced Concrete Beam-Columns, ASCE Journal of Structural Engineering (in press)
  • Swensen DJ and Kunnath SK (2018). “Consequences of modeling choices in seismic performance assessment of buildings.” Earthquake Spectra, 34 (2), 423-440.
  • Li C, Kunnath SK and Zhai C (2018). “Influence of Early-Arriving Pulse-Like Ground Motions on Ductility Demands of Single-Degree-of-Freedom Systems.” Journal of Earthquake Engineering. https://doi.org/10.1080/13632469.2018.1466744
  • Zhao DB, Yi WJ, and Kunnath SK (2018). “Numerical simulation and shear resistance of reinforced concrete beams under impact.” Engineering Structures. 166: 387-401.
  • Zhai CH, Li C, Kunnath SK and Wen WP (2018). “An efficient algorithm for identifying pulse-like ground motions based on significant velocity half-cycles,” Earthquake Engineering and Structural Dynamics. 47 (3), 757-771.
  • Kunnath SK, Bao Y and El-Tawil S (2018). “Advances in Computational Simulation of Gravity-Induced Disproportionate Collapse of RC Frame Buildings”. ASCE Journal of Structural Engineering. 144 (2), DOI: 10.1061/(ASCE)ST.1943-541X.0001938.
  • Kolwankar S, Kanvinde A, Kenawy M and Kunnath SK (2017). “Uniaxial Nonlocal Formulation for Geometric Nonlinearity-Induced Necking and Buckling Localization in a Steel Bar.” ASCE Journal of Structural Engineering. 143 (9), DOI: 10.1061/(ASCE)ST.1943-541X.0001827.
  • Zhao DB, Yi WJ and Kunnath SK (2017). “Shear Mechanisms in Reinforced Concrete Beams under Impact Loading.” ASCE Journal of Structural Engineering. 143 (9), DOI: 10.1061/(ASCE)ST.1943-541X.0001818.
  • Lucchini A, Franchin P and Kunnath, SK (2017). “Failure simulation of shear-critical RC columns with non-ductile detailing under lateral load.” Earthquake Engineering and Structural Dynamics. 46 (5), 855-874.
  • Zhao, DB, Yi, WJ and Kunnath, SK (2017). “Simplified Approach for Assessing Shear Resistance of Reinforced Concrete Beams under Impact Loads.” ACI Structural Journal. 113 (4), 747-756.
  • Petrone F, Shan L and Kunnath, SK (2016). “Modeling of RC Frame Buildings for Progressive Collapse Analysis.” International Journal of Concrete Structures and Materials, 10 (1), 1-13.
  • Ahmadi A, Kunnath SK and Abrahamson, N. (2016). “Influence of Dominant Response Modes on Structural Seismic Demand Modeling.” ASCE Journal of Structural Engineering. 142 (1), DOI: 10.1061/(ASCE)ST.1943-541X.0001354.
  • Xiao Y, Kunnath SK et al. (2015). “Collapse Test of Three-Story Half-Scale Reinforced Concrete Frame Building.” ACI Structural Journal, 112 (4), 429-438.
  • Fascetti, A., Kunnath, SK and Nistico, N (2015). “Robustness evaluation of RC frame buildings to progressive collapse”, Engineering Structures, 86, 242-249.
  • Guo, P.X., Xiao, Y. and Kunnath, S.K. (2014). “Performance of laterally loaded H-piles in sand,” Soil Dynamics and Earthquake Engineering, 67, 316-325
  • Khosravifar, A. Boulanger, RW and Kunnath, SK (2014). “Effects of Liquefaction on Inelastic Demands on Extended Pile Shafts”, Earthquake Spectra, 30 (4), 1749-1773.
  • Khosravifar, A. Boulanger, RW and Kunnath, SK (2014). “Design of Extended Pile Shafts for the Effects of Liquefaction”, Earthquake Spectra, 30 (4), 1775-1799.
  • Deng, L., Kutter, B.L. and Kunnath, S.K. (2014). “Seismic Design of Rocking Shallow Foundations: Displacement-Based Methodology,” Journal of Bridge Engineering ASCE, 19 (11), DOI: 10.1061/(ASCE)BE.1943-5592.0000616
  • Yi, WJ, Zhang, FZ and Kunnath, SK (2014), “Progressive Collapse Performance of RC Flat Plate Frame Structures,” Journal of Structural Engineering ASCE, 140 (9), DOI: 10.1061/(ASCE)ST.1943-541X.0000963
  • Bao, Y., Lew, H.S. and Kunnath, S.K. (2014). “Modeling of Reinforced Concrete Assemblies under Column-Removal Scenario,” ASCE Journal of Structural Engineering, 140 (1), 04013027.
  • Zong, Z., Kunnath, S.K. and Monti, G. (2014), “Material Model Incorporating Buckling of Reinforcing Bars in RC Columns,” ASCE Journal of Structural Engineering, 140 (1), 04013032.
  • El-Tawil, S., Li, H., and Kunnath, S. (2014). ”Computational Simulation of Gravity-Induced Progressive Collapse of Steel-Frame Buildings: Current Trends and Future Research Needs.” ASCE J. Struct. Eng. 140, SPECIAL ISSUE: Computational Simulation in Structural Engineering, A2513001.
  • Dutta, S.C. and Kunnath, S.K. (2013), “Effect of bidirectional interaction on seismic demand of structures,” Soil Dynamics and Earthquake Engineering, 52, 27-39.
  • Liu, W., Hutchinson, T., Kutter, B.L., Hakhamaneshi, M., Aschheim, M.A. and Kunnath, S.K. (2013). “Demonstration of Compatible Yielding between Soil-Foundation and Superstructure Components,” ASCE Journal of Structural Engineering, 139 (8), 1408-1420.
  • Zong, Z., Kunnath, S.K. and Monti, G. (2013). “Simulation of Reinforcing Bar Buckling in Circular Reinforced Concrete Columns.” ACI Structural Journal, 110 (4), 607-616.
  • Santoro, M.G. and Kunnath, S.K. (2013). “Damage-Based RC Beam Element for Nonlinear Structural Analysis.” Engineering Structures, 49: 733-742.
  • Kunnath, S.K. and Ahmadi, A. (2013). “Selection of Ground Motions for Performance-Based Seismic Assessment of Structures,” Advanced Materials Research (Volumes 639 – 640), 111-117.
  • Deng, L., Kutter, B. L., and Kunnath, S. K. (2012). “Probabilistic seismic performance of rocking-foundation and hinging-column bridges.” Earthquake Spectra, 28 (4), 1423-46.
  • Braga, F., R Gigliotti, Laterza, M., D’Amato, M. and Kunnath, S.K. (2012). “Modified Steel Bar Model Incorporating Bond‐Slip for Seismic Assessment of Concrete Structures.” ASCE Journal of Structural Engineering, 138 911), 1342-1350.
  • D’Amato, M., Braga, F., R Gigliotti, Kunnath, S.K. and Laterza, M. (2012). “Validation of Modified Steel Bar Model Incorporating Bond‐Slip for Seismic Assessment of Concrete Structures.” ASCE Journal of Structural Engineering, 138 911), 1351-1360.
  • Quaranta, G., Kunnath, S.K. and Sukumar, N. (2012). “Maximum-entropy meshfree method for nonlinear static analysis of planar reinforced concrete structures.” Engineering Structures, 42, 179–189.
  • D’Amato, M. Braga, F. Gigliotti, R. Kunnath, S.K. and Laterza, M. (2012). “A numerical general-purpose confinement model for non-linear analysis of R/C members.” Computers and Structures, 102, 64-75.
  • Xiao, Y., Guo, Y. R., Zhu, P. S., Kunnath, S. and Martin, G. R. (2012). “Networked pseudodynamic testing of bridge pier and precast pile foundation.” Engineering Structures, 38, 32-41.
  • Deng, L., Kutter, B.L. and Kunnath, S.K. (2012). “Centrifuge Modeling of Bridge Systems Designed for Rocking Foundations.” Journal of Geotechnical and Geo-environmental Engineering, 138 (3), 335-344.
  • Gulerce, Z., Erduran, E., Kunnath, S.K. and Abrahamson, N. A. (2012). “Seismic demand models for probabilistic risk analysis of near fault vertical ground motion effects on ordinary highway bridges.” Earthquake Engineering and Structural Dynamics, 41 (2), 159-175.
  • Yi, W-J., Li, P. and Kunnath, S.K. (2012). “Experimental Studies on Confinement Effect of Steel Hoops in Concrete Columns.” ACI Structural Journal, 109 (1), 3 – 10.
  • Xiao, Y., Zhang, Z., Hu, J., Kunnath, S. K. and Guo, P. (2012). “Seismic Behavior of CFT Column and Steel Pile Footings.” ASCE Journal of Bridge Engineering, 16 (5), 575-586.
  • Heo, Y., Kunnath, S. K. and Abrahamson, N. (2011). “Amplitude-Scaled versus Spectrum-Matched Ground Motions for Seismic Performance Assessment.” ASCE Journal of Structural Engineering, 137 (3), 278 – 288.
  • Mahan, M., Dafalias, Y. F., Taiebat, M., Heo, Y. and Kunnath, S.K. (2011). “SANISTEEL: Simple Anisotropic Steel Plasticity Model.” ASCE Journal of Structural Engineering, 137 (2), 185-194.
  • Lucchini, A., Monti, G. and Kunnath, S.K. (2011). “Nonlinear Response of Two-Way Asymmetric Single-Story Building under Biaxial Excitation.” ASCE Journal of Structural Engineering, 137 (1), 34 – 40.
  • Bao, Y. and Kunnath, S. K. (2010).”Simplified progressive collapse simulation of RC frame-wall structures.” Engineering Structures, 32 (10), 3153-3162.
  • Yi, W-J., Kunnath, S.K., Sun, X-D., Shi C-J. and Tang, F-J. (2010). “Fatigue Behavior of Reinforced Concrete Beams with Corroded Steel Reinforcement.” ACI Structural Journal, 107 (5), 526-533.
  • Zhao, H., Kunnath, S. K. and Yuan, Y. (2010). “Simplified nonlinear response simulation of composite steel-concrete beams and CFST columns.” Engineering Structures, 32 (9), 2825-2831.
  • Lucchini, A., Monti, G. and Kunnath, S.K. (2010). Closure to “Seismic behavior of single-story asymmetric-plan buildings under uniaxial excitation”, Earthquake Engineering & Structural Dynamics, 39 (8), 941-944.
  • Kunnath, S.K. and Heo, Y. (2010). Closure to “Nonlinear Uniaxial Material Model for Reinforcing Steel Bars.” ASCE Journal of Structural Engineering, 136 (7), 918 – 920.
  • Erduran, E. and Kunnath, S.K. (2010). “Enhanced Displacement Coefficient Method for Degrading Multi-Degree-of-Freedom Systems.” Earthquake Spectra, 26 (2), 311-326.
  • Aksoy, D., Kunnath, S.K. and Nguyen, C. (2010). “Earthquake Pause and Resume: Seismic Accelerogram Data Aggregation for Critical Snapshots.” IEEE Communications Magazine, 47 (12), 110-115.
  • Kunnath, S.K. and Erduran, E. (2010). Closure to “Effect of Near-Fault Vertical Ground Motions on Seismic Response of Highway Overcrossings” ASCE Journal of Bridge Engineering, 14 (5), 412-413.
  • Yaw, L.L. Sukumar, N. and Kunnath, S.K. (2009), “Meshfree Co-Rotational Formulation for Two-Dimensional Continua,” International Journal for Numerical Methods in Engineering, Vol. 79, No. 8, 979–1003.
  • Lucchini, A., Monti, G. and Kunnath, S.K. (2009). “Seismic Behavior of Single-Story Asymmetric-Plan Buildings under Uniaxial Excitation.” Earthquake Engineering and Structural Dynamics, John Wiley, Vol. 38, No.8, 1053-1070.
  • Kunnath, S.K., Heo, Y. and Mohle, J.F. (2009). “Nonlinear Uniaxial Material Model for Reinforcing Steel Bars.” Journal of Structural Engineering, ASCE, 134 (4), 333-343.
  • Yaw, L., Kunnath, S.K. and Sukumar, N. (2009). “Meshfree Method for Inelastic Frame Analysis.” Journal of Structural Engineering, ASCE, Vol.135, No.6, 676-684.
  • Zhang, G.W., Xiao, Y. and Kunnath, S.K. (2009). “Low-Cycle Fatigue Damage of Circular Concrete Filled Tube Columns” ACI Structural Journal, Vol. 106, No.2, 151- 159.
  • Heo, Y. and Kunnath, S.K. (2009). “Sensitivity to Constitutive Modeling in Fiber-Based Discretization of Reinforced Concrete Members for Performance-Based Seismic Evaluation.” Advances in Structural Engineering. Vol.12 (1), 37-51.
  • Yi, W-J., Zhou, Y., Kunnath, S.K. and Xu, B. (2008). “Identification of localized frame parameters using higher natural modes.” Engineering Structures, Vol. 30, No.11, 3082-3094.
  • Khandelwal, K., El-Tawil, S., Kunnath, S.K. and Lew, H.S. (2008). Macromodel-Based Simulation of Progressive Collapse: Steel Frame Structures, ASCE Journal of Structural Engineering. Vol. 134, No.7, 1070-1078.
  • Bao, Y., Kunnath, S.K., El-Tawil, S. and Lew, H.S. (2008). Macromodel-Based Simulation of Progressive Collapse: Reinforced Concrete Frame Structures, ASCE Journal of Structural Engineering. Vol. 134, No.7, 1079-1091.
  • Yi, W-J., He, Q-F., Xiao, Y. and Kunnath, S.K. (2008). “Experimental Study on Progressive Collapse-Resistant Behavior of Reinforced Concrete Frame Structures.” ACI Structural Journal, Vol. 105, No. 4, 433-439.
  • Kalkan, E. and Kunnath, S.K. (2008). “Relevance of Absolute and Relative Energy Content in Seismic Evaluation of Structures.” Advances in Structural Engineering, Vol.11 (1), 17-34.
  • Kunnath, S.K., Erduran, E., Chai, Y.H. and Yashinsky, M. (2007). “Near-Fault Vertical Ground Motions on Seismic Response of Highway Overcrossings.” ASCE Journal of Bridge Engineering, Vol.13, No.3, 282-290.
  • Sorrentino, L., Kunnath, S.K., Monti, G. and Scalora, G. (2007). “Seismically Induced One-Sided Rocking Response of Unreinforced Masonry Facades.” Engineering Structures. Elsevier Publishers.
  • Kalkan, E. and Kunnath, S.K. (2007). Effective Cyclic Energy as a Measure of Cyclic Demand. Journal of Earthquake Engineering. Vol.11, No.5, 725-751.
  • Yi, W-J., Zhang, H-Y. and Kunnath, S.K. (2007). Probabilistic Constant-Strength Ductility Demand Spectra. Journal of Structural Engineering, ASCE, Vol. 133. No.5.
  • Kalkan, E. and Kunnath, S.K. (2006). Assessment of Current Nonlinear Static Procedures for Seismic Evaluation of Buildings. Engineering Structures. Vol.29, No.3, 305-316.
  • Kalkan, E. and Kunnath, S.K. (2006). Adaptive Modal Combination for Nonlinear Static Analysis of Building Structures. Journal of Structural Engineering, ASCE, Vol. 132, No.11, 1721-1731.
  • Kalkan, E. and Kunnath, S.K. (2006). Effects of Fling-Step and Forward Directivity on the Seismic Response of Buildings, Earthquake Spectra, Vol. 22 (3).
  • Kunnath, S.K., Larson, L. and Miranda, E. (2006). Modeling considerations in probabilistic performance-based seismic evaluation: case study of the I-880 viaduct, Earthquake Engineering and Structural Dynamics. Vol.35 (1), 57-75.
  • Chai, Y.H. and Kunnath, S.K. (2005). Minimum Thickness for Ductile RC Structural Walls. Engineering Structures, Vol. 27, pp. 1052-1063.
  • Brown, J. and Kunnath, S.K. (2004). Low-Cycle Fatigue Behavior of Reinforcing Steel Bars. ACI Materials Journal, Vol.101, No.6, 457-466.
  • Kunnath, S.K., Nghiem, Q. and El-Tawil, S. (2004). Modeling and Response Prediction in Performance-Based Seismic Evaluation: Case Studies of Instrument Steel Moment Frame Buildings. Earthquake Spectra, Vol.20, No.3, 883-915.
  • Kunnath, S.K. and Kalkan, E. (2004). “Evaluation of seismic deformation demands using nonlinear procedures in multistory steel and concrete moment frames.” ISET Journal of Earthquake Technology. 41(1).
  • Jeremic, B., Kunnath, S.K. and Xiong, F. (2004). Influence of Soil-Foundation-Structure Interaction on Seismic Response of the I-880 Viaduct.” Engineering Structures. 26: 391-402.
  • Kunnath, S.K. and Chai, Y.H. (2004). Cumulative Damage-Based Inelastic Cyclic Demand Spectrum. Earthquake Engineering and Structural Dynamics. 33: 499-520.
  • Kunnath, S.K. (2004). Identification of Modal Combinations for Nonlinear Static Analysis of Building Structures. Computer-Aided Civil and Infrastructure Engineering. 19: 282-295.
  • Rittenburg, K. and Kunnath, S.K. (2003). Deflection of Metal Plate Connected Wood Trusses with Non-Triangulated Openings. Journal of Structural Engineering, ASCE, Vol. 129 (11).
  • Chai, Y.H. and Kunnath, S.K. (2003). Geometry of Submerged Funicular Arches in Cartesian Coordinates. Journal of Structural Engineering, ASCE, Vol. 129, No. 8.
  • Kunnath, S.K. and Malley, J. O. (2002). Advances in Seismic Design and Evaluation of Steel Moment Frames: Recent Findings from FEMA/SAC Phase II Project. Journal of Structural Engineering, ASCE, Vol. 128, No. 4, pp.415-419.
  • Gupta, B. and Kunnath, S.K. (2000). Adaptive Spectra-Based Pushover Procedure for Seismic Evaluation of Structures. EERI Earthquake Spectra, Vol.16, No.2, 367-392.
  • Kunnath, S.K. and Malley, J. (2000) Seismic Behavior and Design of Steel Moment Frames: Aftermath of the 1994 Northridge Earthquake. Structural Forum, ASCE Journal of Structural Engineering, Vol.126, No.1, pp.4-9.
  • El-Tawil, S., Mikesell, T., and Kunnath, S.K., (2000). Effects of Local Details and Yield Ratio on Behavior of FR Steel Connections, ASCE Journal of Structural Engrg., Vol.126, No.1, 79-87.
  • El-Bahy, A., Kunnath, S.K., Stone, W.C. and Taylor, A.W. (1999). Cumulative Seismic Damage of Circular Bridge Columns: Benchmark and Low-Cycle Fatigue Tests. ACI Structural Journal, Vol.96, No.4.
  • El-Bahy, A., Kunnath, S.K., Stone, W.C. and Taylor, A.W. (1999). Cumulative Seismic Damage of Circular Bridge Columns: Variable Amplitude Tests. ACI Structural Journal, Vol.96, No.5.
  • El-Tawil, S., Mikesell, T., Vidarsson, E. and Kunnath, S.K., (1999). Inelastic Behavior and Design of Steel Panel Zones, ASCE Journal of Structural Engineering, Vol.125, No.2, 183-193.
  • Cheok, G., Stone, W. and Kunnath, S.K. (1998). Seismic Response of Precast Concrete Frames with Hybrid Connections. ACI Structural Journal. Vol. 95, No.5, pp.527-539.
  • Kunnath, S.K., Mander, J.B. and Lee, F. (1997). Parameter Identification for Degrading and Pinched Hysteretic Structural Concrete Systems. Engineering Structures, Vol.19, No.3, pp.224-232.
  • Bracci, J.M, Kunnath, S.K. and Reinhorn, A.M. (1997). Simplified Seismic Performance and Retrofit Evaluation of Structures. Journal of Structural Engineering, ASCE, Vol.123, No.1, pp.3-10.
  • Kunnath, S.K. and Gross, J.L. (1995). Inelastic Response of the Cypress Viaduct to the Loma Prieta Earthquake. Engineering Structures, Vol.17, No.7.
  • Kunnath, S.K. and Reinhorn, A.M. (1995). Efficient Modeling Scheme for Transient Analysis of Inelastic Structures, Microcomputers in Civil Engineering, Vol.10, No.1, 97-110.
  • Kunnath, S.K., Hoffman, G.H., Reinhorn, A.M. and Mander, J.B. (1995). Gravity Load Designed RC Buildings: Part I – Seismic Evaluation of Existing Construction, ACI Structural Journal, Vol. 92, No.3, 343-354.
  • Kunnath, S.K., Hoffman, G.H., Reinhorn, A.M. and Mander, J.B. (1995). Gravity Load Designed RC Buildings: Part II – Evaluation of Detailing Enhancements, ACI Structural Journal, Vol. 92, No.4.
  • Kunnath, S.K., Mehrain, M. and Gates, W.E. (1994). Seismic Damage Control Design of Gypsum Roof Diaphragms, Journal of Structural Engineering, ASCE, Vol.120, No.1, 120-138.
  • Valles, R., Kunnath, S.K. and Reinhorn, A.M. (1993). Simplified Drift Evaluation of RC Frame-Wall Structures. Microcomputers in Civil Engineering, Vol.8, 233-246.
  • Kunnath, S.K., Reinhorn, A.M., and Abel, J.F. (1992). A Computational Tool for Evaluation of Seismic Performance of RC Buildings, Computers and Structures, Pergamon Press, Vol.41, No.1, 151-173.
  • Kunnath, S.K., Reinhorn, A.M. and Panahshahi, N. (1991). Inelastic Response of R/C Buildings with Inelastic Floor Diaphragms, Journal of Structural Engineering, ASCE, Journal of Structural Engineering, ASCE, Vol.117, No.4, 1218-1237.
  • Panahshahi, N., Reinhorn, A.M., Kunnath, S.K., Lu, L-W., Huang, T. and Yu, K. (1991). Seismic Response of 1:6 R/C Scaled Model Structure with Flexible Floor Diaphragms, ACI Structural Journal, Vol.87, No.3, pp.315-324.
  • Kunnath, S.K. and Reinhorn, A.M. (1990). Inelastic Biaxial Bending Interaction in RC Beam-Columns, ACI Structural Journal, Vol.86, No.3, pp.284-291.
  • Kunnath, S.K., Reinhorn, A.M. and Park, Y.J. (1990) Analytical Modeling of Inelastic Seismic Response of R/C Structures, Journal of Structural Engineering, ASCE, Vol.116, No.4, 996-1017.
  • Kunnath, S.K., Reinhorn, A.M. and Park, Y.J. (1989). Seismic Evaluation of Reinforced Concrete Frame-Wall Buildings, Concrete International – Design and Construction, ACI, Vol.11, No.8, 57-61.

Edited Books/Book Chapters

  • Cimellaro, GP, Nagarajaiah, S. and Kunnath, SK (2015). Editors, Computational Methods, Seismic Protection, Hybrid Testing and Resilience in Earthquake Engineering. Springer
  • Kunnath, S.K. (2012). Theme Editor, Structural, Geotechnical and Earthquake Engineering, Encyclopedia of Life Support Systems, Developed under the Auspices of UNESCO, EOLSS Publishers, Oxford ,UK, [http://www.eolss.net].
  • Deng, L., Kutter, B. L., Kunnath, S. K., and Algie, T.B. (2010). “Performance of bridge systems with nonlinear soil-footing-structure interactions.” in: Soil-Foundation-Structure Interaction, Michael J. Pender (ed.), Chapter 7, pp. 49-56, CRC Press, Netherlands.
  • Deng, L., Kunnath, S. K., and Kutter, B.L. (2012). “Effects of ground motion characteristics on seismic response of rocking-foundation bridges.” ASCE Geotechnical Special Publication No. 225, 1750-1759.
  • Kutter, B.L., Hutchinson, T.C., Moore, M.A., Kunnath, S.K., and Deng, L. (2012). “Influence of physical modeling on adoption of rocking foundations in practice.” ASCE Geotechnical Special Publication No. 225, 2017-2026.
  • Deng, L., Erduran, E., Ugalde, J. A., Gajan, S., Kunnath, S., and Kutter, B. L. (2008). “Development of innovative foundation systems to optimize seismic behavior of bridge structures”. Geotechnical Special Publication 181, ASCE, Reston, VA.
  • Xiao, Y., Kunnath, S.K. and Yi, W. – editors (2006). International Symposium on Confined Concrete. Publication SP-238, American Concrete Institute, Farmington Hills, Michigan.
  • Kunnath, S.K. (2005). Performance-Based Seismic Design and Evaluation of Building Structures. Chapter 21 in Handbook of Structural Engineering. CRC Press.
  • Jankovic, D., Chopra, M.B. and Kunnath, S.K. (2001). Effect of Different Bar Embedment Length on Bond-Slip in Plain and Fiber Reinforced Concrete. Diana World, Issue No.1, 6-9.
  • Lew, H.S. and Kunnath, S.K. (2002) Assessment of Structural Systems Evaluation Methods Based on Local Seismic Demands. Innovations in Design with Emphasis on Seismic, Wind and Environmental Loading, Malhotra (editor), Special Publication SP-209-42, American Concrete Institute, Farmington, Michigan, pp.771-790.
  • Bracci, J., Atahan, O. and Kunnath, S.K. (1998). Analytical Modeling of Beam-Column Joints in Composite SRC Systems. ACI Special Publication, American Concrete Institute, Detroit, MI.
  • Reinhorn, A.M. and Kunnath, S.K. (1994). IDARC – Computer Program for Inelastic Damage Analysis of Reinforced Concrete Structures, Research Accomplishments 1986-1994: A Selection of Papers Chronicling the Technical Achievements of the National Center for Earthquake Engineering Research, Buffalo, New York.
  • Gergely, P., White, R.N., Reinhorn, A.M. and Kunnath, S.K. (1994). Evaluation and Retrofit of Lightly Reinforced Concrete Buildings, Research Accomplishments 1986-1994: A Selection of Papers Chronicling the Technical Achievements of the National Center for Earthquake Engineering Research, Buffalo, New York.
  • Reinhorn, A.M, Kunnath, S.K. and Mander, J.B. (1992). Seismic Design of Structures for Damage Control, in Nonlinear Seismic Design and Analysis of RC Structures, Fajfar and Krawinkler (editors) Elsevier Publishers, U.K.
  • Robles-Austriaco, L., Pama, R.P., Kunnath, S.K. and Mehta, E.G. (editors) (1985). Proceedings of 2nd International Symposium on Ferrocement. IFIC, Asian Institute of Technology, Bangkok.

Technical Reports

  • Lee, H., Kumar, P., Gunay, S., Mosalam, K. and Kunnath, S.K. (2012). “Effect of Vertical Ground Motions on Shear Demand and Capacity in Bridge Columns.” Technical Report UCD-UCB-SESM-12-01, submitted to California Dept. of Transportation, Sacramento, CA.
  • Kunnath, S.K., Kanvinde, A., Xiao, Y. and Zhang, G. (2009). “Effects of Buckling and Low Cycle Fatigue on Seismic Performance of Reinforcing Bars and Mechanical Couplers for Critical Structural Members.” Technical Report CA/UCD-SESM-09-01, submitted to California Dept. of Transportation, Sacramento, CA.
  • Kunnath, S.K., Abrahamson, N., Chai, Y.H., Erduran, E. and Yilmaz, Z. (2008). “Development of Guidelines for Incorporation of Vertical Ground Motion Effects in Seismic Design of Highway Bridges.” Technical Report CA/UCD-SESM-08-01, submitted to California Dept. of Transportation, Sacramento, CA.
  • Kunnath, S.K. (2006) “Application of the PEER PBEE Methodology to the I-880 Viaduct.” (Testbed Coordinator) Technical Report PEER 2006/10, Pacific Earthquake Engineering Research Center, Berkeley, CA.
  • Kunnath, S.K., Nghiem, Q., John, A.J. and El-Tawil, S. (2001) Validation of Evaluation Methods and Acceptance Criteria in Evolving Performance-Based Seismic Codes. Technical Report submitted to California Strong Motion Instrumentation Program (CSMIP), California Division of Mines and Geology, Sacramento, CA.
  • Brown, J. and Kunnath, S.K. (2000). Low Cycle Fatigue Behavior of Longitudinal Reinforcement in Reinforced Concrete Bridge Columns. NCEER Technical Report 00-0007, State University of New York at Buffalo.
  • Kunnath, S.K., El-Bahy, A., Taylor, A.W. and Stone, W.C. (1997). Cumulative Seismic Damage in RC Circular Bridge Piers. NCEER Technical Report 97-0006. State University of New York, Buffalo.
  • Gupta, B., Kumar, N., Deo, N. and Kunnath, S.K. (1996). Parallelizing IDARC on a Massively Parallel SIMD Computer. Technical Report CS-TR-96-06, Department of Computer Science, University of Central Florida.
  • Kunnath, S.K. and El-Bahy, A. (1996). Progressive Damage of Reinforced Concrete Bridge Piers under Seismic Loads. Final Report submitted to National Institute of Standards and Technology, US Department of Commerce.
  • Valles, R., Reinhorn, A.M., Kunnath, S.K., Li, C. and Madan, A. (1996). IDARC2D – Version 4: A Computer Program for Inelastic Damage Analysis of Buildings. Technical Report NCEER-96-0010. State University of New York at Buffalo.
  • Kunnath, S.K. (1995). Enhancements to Program IDARC: Modeling Inelastic Behavior of Welded Connections in Steel Moment Resisting Frames, Technical Report NIST GCR 95-673, National Institute of Standards and Technology, US Department of Commerce.
  • Hoffmann, G., Kunnath, S.K., Reinhorn, A.M. and Mander, J.B. (1993). Gravity-Load Designed RC Buildings – Seismic Performance of Existing Construction and Detailing Strategies for Improved Seismic Resistance. Technical Report NCEER-92-0022, National Center for Earthquake Engineering Research, State University of New York at Buffalo.
  • Kunnath, S.K., Reinhorn, A.M. and Lobo, R.F. (1992). IDARC Version 3.0 – A Program for Inelastic Damage Analysis of RC Structures. Technical Report NCEER-92-0022, National Center for Earthquake Engineering Research, SUNY/Buffalo.
  • Gross, J.L. and Kunnath, S.K. (1992). Application of Inelastic Damage Analysis to Double-Deck Highway Structures, Report No.4857, National Institute of Standards and Technology, US Department of Commerce.
  • Kunnath, S.K. and Reinhorn, A.M. (1989). Inelastic Three-Dimensional Response Analysis of RC Buildings (IDARC-3D) Part I – Modeling, Technical Report NCEER-89-0009, National Center for Earthquake Engineering Research, SUNY/Buffalo.
  • Bracci, J.B., Reinhorn, A.M., Mander, J.B and Kunnath, S.K. (1989). Deterministic Model for Seismic Damage Evaluation of Reinforced Concrete Structures, Technical Report NCEER-89-0033, National Center for Earthquake Engineering Research, State University of New York at Buffalo.
  • Reinhorn, A.M., Kunnath, S.K., and Panahshahi, N. (1988) Modeling of R/C Buildings with Flexible Floor Diaphragms (IDARC2). Technical Report NCEER-88-0035, National Center for Earthquake Engineering Research, State University of New York at Buffalo.
  • Reinhorn, A.M., Seidel, M. Kunnath, S.K. and Park, Y.J. (1988). Damage Assessment of RC Structures in Eastern United States. Technical Report NCEER-88-0016, National Center for Earthquake Engineering Research, State University of New York at Buffalo.
  • Park, Y.J., Reinhorn, A.M. and Kunnath, S.K. (1987). IDARC: Inelastic Damage Analysis of RC Frame Shear Wall Structures. Technical Report NCEER-87-0008, National Center for Earthquake Engineering Research, SUNY/Buffalo

Conference Proceedings and Presentations

  • Kenawy M, Ahmadi A and Kunnath, SK (2018). Developing Reliable Seismic Demand Models with Limited Data. 11th National Conference on Earthquake Engineering, Los Angeles.
  • Zhou Z, Zhang Z and Kunnath SK (2018). Collapse Fragility of a Tall Reinforced Concrete Building under Pulse-Like Ground Motions. 11th National Conference on Earthquake Engineering, Los Angeles.
  • Kunnath, S.K. (2018). “Development of Bridge Column Capacity Limit States for Next Generation Shakecast Platform.” PEER Annual Meeting, Berkeley, CA.
  • Xing, Z., Kunnath, S.K. and Xiao, Y. (2017). “Experimental study of reinforced concrete columns damaged by fire following an earthquake.” ASEM17 World Congress on Advances in Structural Engineering and Mechanics, Ilsan, Korea.
  • Kenawy, M. , Kunnath, S.K. and Kanvinde, A. (2017). “Nonlocal formulation for displacement-based fiber beam-column element.” ASCE Structures Congress, Denver.
  • Kunnath, S.K. (2017). “Modeling of RC Beam-Column Joints for Simulating Disproportionate Collapse of Buildings.” ACI Fall Convention, Los Angeles, CA.
  • Magna-Verdugo, C., Aranguiz, C. and Kunnath, S.K. (2016). “Simplified Approach to Modeling Non-Linear Behavior of Typical Chilean Reinforced Concrete Shear Walls.” 16th World Conf. on Earthquake Engineering, Paper No. 2929, Santiago, Chile.
  • Fascetti, A., Kunnath, S.K. and Nistico, N. (2015). “Disproportionate Collapse Simulations.” 2nd International Symp. on Advances in Civil & Infrastructure Engineering, Positano, Italy.
  • Bao, Y., Kunnath, S.K. and Lew, H.S. (2015). “Computational Simulation of Disproportionate Collapse of RC Frame Buildings: Current Trends and Future Research Needs.” ASCE Structures Congress, Portland, Oregon.
  • Heo, Y., Kang, T.H. and Kunnath, S. (2014). “An algorithm for the probabilistic risk calculation of dropped objects: application of the pipeline protection system of offshore platforms,” Proc. International Conference on Computing in Civil and Building Engineering, Orlando FL, 1320-1327.
  • Lee, H., Günay, M.S., Mosalam, K.M. and Kunnath, S.K. (2012). “Consequences of Strong Vertical Accelerations on Shear Demand and Capacity in Bridge Columns.” Proceedings, 15th World Conference on Earthquake Engineering, Lisbon, Portugal (in press).
  • Magna, C.E. and Kunnath, S.K. (2012). “Simulation of Nonlinear Seismic Response of Reinforced Concrete Structural Walls.” Proceedings, 15th World Conference on Earthquake Engineering, Lisbon, Portugal (in press).
  • Yi, W-J., Kunnath, S.K.., Zhang, F-Z. and Xiao, Y. (2011). “Large-Scale Experimental Evaluation of Building System Response to Sudden Column removal.” Paper 2353, ASCE Structures Congress, Las Vegas, NV.
  • Heo, Y. and Kunnath, S.K. (2011). “Damage-Based Probabilistic Seismic Assessment of RC Frames.” Proceedings, ASMEM11+, The 2011 World Congress on Advances in Structural Engineering and Mechanics, Seoul, Korea.
  • Bao, Y. and Kunnath, S.K. (2011). “Modeling and Analysis of Progressive Collapse of RC Structures.” Proceedings, ASMEM11+, The 2011 World Congress on Advances in Structural Engineering and Mechanics, Seoul, Korea.
  • Zhang, F-Z., Yi, W-J. and Kunnath, S.K. (2011). “Experimental Study on Progressive Collapse of Flat Plate Structure.” Proceedings, ASMEM11+, The 2011 World Congress on Advances in Structural Engineering and Mechanics, Seoul, Korea.
  • Kutter, B. L., Deng, L., and Kunnath, S. (2010). “Estimation of displacement demand for seismic design of bridges with rocking shallow foundations.” Proc. 5th Intl. Conf. on Recent Advances in Geotech. Earthquake Engrg. & Soil Dynamics, San Diego, CA.
  • Heo, Y. and Kunnath, S.K. (2010). “Damage Measures for Performance-Based Seismic Evaluation of RC Frame Structures.” Paper 545, Proceedings of the 9th US National and 10th Canadian Conference on Earthquake Engineering, Toronto, Canada.
  • Deng, L., Kutter, B. L., Kunnath, S., and Algie, T. (2010). “Centrifuge modeling of bridge system with rocking footings.” Proc. Intl. Conf. on Physical Modeling in Geotechnics, Zurich, Switzerland, A.A. Balkema Publishers, Rotterdam, Netherlands.
  • Zong, Z. and Kunnath, S.K. (2010). “Simulating Bar-Buckling in Reinforced Concrete Columns Under Seismic Loads.” Paper 546, Proceedings of the 9th US National and 10th Canadian Conference on Earthquake Engineering, Toronto, Canada.
  • Deng, L., Kutter, B. L. and Kunnath, S.K. (2010). “Introduction to a New Design Procedure for Ordinary Bridges with Rocking Foundations.” Paper 1416, Proceedings of the 9th US National and 10th Canadian Conference on Earthquake Engineering, Toronto, Canada.
  • Kutter, B.L., Deng, L. and Kunnath, S.K. (2010). “Estimation of Displacement Demand for Seismic Design of Bridges with Rocking Shallow Foundations.” Proceedings of 5th International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, May 24-29, San Diego, CA.
  • Kunnath, S.K. and Zhao, H. (2009). “Effects of Near-Fault Vertical Accelerations on Highway Bridge Columns.” Proceedings of the US-Japan Bridge Engineering Workshop, October 19-24, Tsukuba, Japan.
  • Kunnath, S.K. and Erduran, E. (2008). “Pushover Procedures for Seismic Assessment of Buildings: Issues, Limitations and Future Needs.” Proceedings of the International Workshop on Nonlinear Static Methods for Design/Assessment of 3D Structures (R. Bento & R. Pinho (Eds.), 5-6 May 2008, Lisbon, Portugal.
  • Bao, Y., Kunnath, S.K. and Lew, H.S. (2008) “Modeling of Damaged Shear Walls for Post-Event Collapse Analysis.” Proceedings of the ASCE Structures Congress, April 24 – 26, Vancouver, Canada.
  • Heo, Y., Zhang, G., Kunnath, S.K. and Xiao, Y. (2008). “Modeling Cyclic Behavior of Reinforcing Steel: Relevance in Seismic Response Analysis of Reinforced Concrete Structures.” Proceedings of the 2nd International Conference on Advances in Concrete & Structures (ICACS), June 2008, Changsha, China.
  • Heo, Y. and Kunnath, S.K. (2008). “Sensitivity to Material Modeling Choices in Seismic Demand Estimation for Reinforced Concrete Frames.” Proceedings of the 14th World Conference on Earthquake Engineering, October 12 -17, Beijing, China.
  • Zong, Z. and Kunnath, S.K. (2008). “Buckling of Reinforcing Bars in Concrete Structures Under Seismic Loads.” Proceedings of the 14th World Conference on Earthquake Engineering, October 12 -17, Beijing, China.
  • Lucchini, A., Monti, G. and Kunnath, S.K. (2008). “A Simplified Pushover Method for Evaluating the Seismic Demand in Asymmetric-Plan Multi-Storey Buildings.” Proceedings of the 14th World Conference on Earthquake Engineering, October 12 -17, Beijing, China.
  • Algie, T., Deng, L., Erduran, E., Kutter, B.L. and Kunnath, S.K. (2008). “Centrifuge Modeling of Innovative Foundation Systems to Optimize Seismic Behavior of Bridge Structures.” Proceedings of the 14th World Conference on Earthquake Engineering, October 12 -17, Beijing, China.
  • Bao, Y. and Kunnath, S.K. (2009). “Simulating Progressive Collapse of RC Building Frames Using Simplified Models.” International Symposium on Structural Health Monitoring, Retrofit and Vibration Control, National Chung Hsing University, Taichung, Taiwan.
  • Bao, Y., Kunnath, S.K. and El-Tawil, S. (2009). “Development of Reduced Structural Models for Assessment of Progressive Collapse”, Proceedings of the ASCE Structures Congress, April 30 – May 02, Austin, TX.
  • El-Tawil, S., Khandelwal, K., Kunnath, S.K. and Lew, H.S. (2007). “Macro Models for Progressive Collapse Analysis of Steel Moment Frame Buildings.” Proceedings 2007 ASCE Structures Congress, Los Angeles.
  • Kalkan, E. and Kunnath, S.K. (2006). Adaptive Modal Combination Procedure for Predicting Seismic Response of Vertically Irregular Structural Systems. Proceedings, 100th Anniversary Earthquake Conference, San Francisco.
  • Mohle, J.F. and Kunnath, S.K. (2006). Modeling Cyclic Degrading Behavior in Reinforced Concrete Frame Structures. Paper No. 639, Proceedings, 100th Anniversary Earthquake Conference, San Francisco.
  • Kunnath, S.K., Abrahamson, N., Chai, Y.H., Zong, Z. and Yilmaz, Z. (2006). Effects of Vertical Ground Motion on Seismic Response of Highway Bridges. Paper No. 1523, Proceedings, 100th Anniversary Earthquake Conference, San Francisco.
  • Kunnath, S.K. and Miranda, E. (2005). Performance-based seismic evaluation of a highway bridge bent. Proceedings of the Ninth International Conference on Structural Safety and Reliability – ICOSSAR’05, Rome, Italy, June 19-23, 2005.
  • Kunnath, S.K. and Kalkan, E. (2005). IDA Capacity Curves: The Need for Alternative Intensity Factors. ASCE Structures Congress, New York.
  • Kalkan, E. and Kunnath, S.K. (2004). Method of Modal Combinations for Pushover Analysis of Buildings. Paper No.2713, 13th World Conf. on Earthquake Engrg., Vancouver, Canada.
  • Kunnath, S.K. and Hu, Q. (2004). Evaluation of Cyclic Demand in Ductile RC Structures. Paper No.290, 13th World Conference on Earthquake Engineering, Vancouver, Canada.
  • Kunnath, S.K., Hilmy, S. and Erskine, D. (2004). Assessment of Torsional Provisions in Seismic Design of Buildings. SEAOC Annual Convention, Monterrey, CA.
  • Kunnath, S.K., Jeremic, B., von Felten, A. and Bauer, K. (2003). Simulation Models for Performance-Based Evaluation of the I-880 Highway Bridge. Proceedings ASCE Structures Congress, Seattle, May 2003.
  • Jankovic, D., Kunnath, S.K. and Chopra, M.B. (2002). Fracture Analysis of Bar Pull-Out in Beam-Column Joints. Finite Elements in Civil Engineering (Hendriks & Rots, editors). Swets & Zeitlinger B.V., Lisse, Netherlands, pp.159-166.
  • Kunnath, S.K., Lew, H.S. and Friis, D. (2002). Global Response Modification Factors Vs. Member Ductility-Based Modifiers. Proceedings, 7th US National Conference on Earthquake Engineering, Boston, Earthquake Engineering Research Institute (EERI), Oakland, CA.
  • Kunnath, S.K. and Gupta, B. (2000). “Validity of Deformation Demand Estimates Using Nonlinear Static Procedures.” Invited Presentation. Proceedings, 2nd US-Japan Workshop on Performance-Based Design Methodology for Reinforced Concrete Building Structures, Sapporo, Japan, September 11-13, 2000.
  • Kunnath, S.K., Nghiem, Q., John, Jr., A. and El-Tawil, S (2000) “Validation of Evaluation Methods and Acceptance Criteria in Evolving Performance-Based Seismic Codes”, Proceedings of the California Strong Motion Instrumentation Program (CSMIP) Seminar, September 14, Sacramento.
  • Kunnath, S.K. and John, Jr. A. (2000). “Validity of Static Procedures in Performance-Based Seismic Design.” Proceedings, ASCE Structures Congress, Philadelphia, May 2000.
  • Kunnath, S.K., El-Tawil, S., Hassan, M. and Kuenzli, C. (2000). “A Connection Macromodel for Inelastic Dynamic Analysis of Hybrid Walls.” Proc., 6th ASCCS International Conference, Los Angeles, March 22-24, 2000.
  • El-Tawil, S., Kuenzli, C., Hassan, M. and Kunnath, S.K. (2000) “Inelastic Behavior of Hybrid Coupled Walls.” Proceedings, International BANFF Conference, Vancouver, Canada, May/June 2000.
  • Kunnath, S.K. and Gupta, B. (1999). “Spectra-Compatible Pushover Analysis of Structures.” Invited Presentation, Proceedings, US-Japan Workshop on Performance-Based Design Methodology for Reinforced Concrete Building Structures, Maui, September 2-3, 1999.
  • Gupta, B. and Kunnath, S.K. (1999). “Pushover Analysis of Isolated Flexural RC Walls.” Structural Engineering in the 21st Century, Proc. Structures Congress, New Orleans, April 18-21, 1999.
  • Kunnath, S.K. and Brown, J. (1999). Low-Cycle Fatigue Behavior of Reinforcing Steel. Presented at the ACI Spring Convention, Chicago, March 1999.
  • Kunnath, S.K. and Filippou, F.C. (1998). Inelastic Analysis of Reinforced Concrete Structures. Proceedings of Structural Engineers World Congress, San Francisco. Elsevier Science Publishers.
  • Kunnath, S.K. (1998). Macromodel-Based Nonlinear Analysis of Reinforced Concrete Structures. Proceedings of Structural Engineers World Congress, San Francisco. Elsevier Science Publishers.
  • El-Tawil, S., Mikesekk, T., Vidarsson, E. and Kunnath, S.K., (1998). Panel Zone Yielding in FR Welded-Bolted Connections. Proceedings of Structural Engineers World Congress, San Francisco. Elsevier Science Publishers.
  • Chopra, M.C., Wang, J., Williams, M.E., Kunnath, S.K. and Shahawy, M. (1998). Dynamic Response of Highway Girder Bridges Subjected to Traffic Loads. Proceedings of Structural Engineers World Congress, San Francisco. Elsevier Science Publishers.
  • Gupta, B. and Kunnath, S.K. (1998). Effect of Hysteretic Model Parameters on Inelastic Seismic Demands. Proceedings of 6th US National Conference on Earthquake Engineering, Seattle, published by EERI.
  • Islam, S., Gupta, B. and Kunnath, S.K. (1998). A Critical Review of State-of-the-Art Analytical Tools and Acceptance Criteria in Light of Observed Response of an Instrumented Nonductile Concrete Frame Building. Proceedings of 6th US National Conference on Earthquake Engineering, Seattle, published by EERI.
  • Taylor, A.W., El-Bahy, A., Kunnath, S.K. and Stone, W. (1996). Modeling Seismic Damage of Circular Reinforced Concrete Bridge Columns, 4th National Workshop on Bridge Research in Progress, NCEER, Buffalo.
  • Wang, J., Chopra, M.B. and Kunnath, S.K. (1996). Sectional Analysis for Nonlinear System Identification of Concrete Structures. Proc. Of 11th ASCE Engineering Mechanics Conference, Ft. Lauderdale.
  • Taylor, A.W., El-Bahy, A., Stone, W. and Kunnath, S.K. (1996). Effect of Load Path on Damage to Concrete Bridge Piers. Proc of 28th Joint Panel Meeting on Wind and Seismic Effects, U.S.-Japan Cooperative Program, Maryland.
  • Taylor, A.W., El-Bahy, A., Stone, W. and Kunnath, S.K. (1996). Effect of Load Path on Seismic Damage to RC Bridge Columns. Proc. 11th World Conference in Earthquake Engineering, Acapulco, Mexico.
  • Kunnath, S.K., Valles, R. and Reinhorn, A.M. (1995). Evaluation of Seismic Damageability for Typical RC Buildings in Mid-West United States. Proc. 11th World Conference in Earthquake Engineering, Acapulco, Mexico.
  • Kunnath, S.K. and Alath, S. (1995). Modeling Inelastic Shear Deformation in RC Beam-Column Joints. Proceedings of 10th Engineering Mechanics Conference, Boulder.
  • Bracci, J.M. and Kunnath, S.K. (1995). Seismic Retrofit of Nonductile RC Frame Buildings in Restructuring: America and Beyond, Sanayei, M (editor), Proc. of ASCE Structures Congress held in Boston, ASCE Publishing, New York.
  • Kunnath, S.K. and Mehrain, M. (1995). Seismic Rehabilitation of Reinforced Concrete Buildings. ASCE Annual Convention, San Diego.
  • Kunnath, S.K., El-Bahy, A., Stone, W. and Taylor, A. (1994). Failure of RC Bridge Piers under Random Cyclic Loading, ACI Fall Convention, Tarpon Springs, Florida.
  • James, J. and Kunnath, S.K. (1994). Macroelement Model for Shear Wall Analysis, Proceedings of First Congress on Computing in Civil Engineering, Washington, D.C., June 20-22, pp.1505-1512.
  • Kunnath, S.K. and Jenne, C. (1994). Seismic Damage Assessment of Inelastic RC Structures, Proceedings of 5th US National Conference on Earthquake Engineering, Chicago, Vol. I, pp. 55-64.
  • Lobo, R., Reinhorn, A.M. and Kunnath, S.K. (1994). Inelastic Response of 3D RC Structures to Multidirectional Seismic Input, Proceedings of 5th US National Conference on Earthquake Engineering, Chicago, Vol. II, pp. 65-74.
  • Panahshahi, N., Reinhorn, A.M. and Kunnath, S.K. (1994). Earthquake Simulation Study of One-Sixth Scale Model RC Building with Flexible Floor Diaphragms, Proceedings of 5th US National Conference on Earthquake Engineering, Chicago, Vol. II, pp. 641-650.
  • Kunnath, S.K. (1994). Distributed Flexibility Models for Nonlinear Analysis of RC Structures in Analysis and Computation. Cheng, F. (editor), Proceedings of ASCE Structures Congress in Atlanta, ASCE Publishing, New York, pp.145-154.
  • Kunnath, S.K., Gasper, C. and Mehrain, M. (1993). Seismic Retrofit and Rehabilitation of RC Buildings. ACI Fall Convention, Minneapolis.
  • Kunnath, S.K., Durrani, A. and Luo, Y. (1993). Hysteresis Model for Seismic Analysis of Nonductile Flat-Plate Buildings. Proceedings of the 1993 National Earthquake Conference, Memphis, Vol. II, pp.521-530.
  • Kunnath, S.K., Valles, R. and Reinhorn, A.M. (1992). Seismic Evaluation of Lightweight Flat Plate Building in Region of Low to Moderate Seismicity, Proceedings of the 10th World Conference on Earthquake Engineering, Madrid, pp.4275-4280.
  • Lobo, R.F., Kunnath, S.K. and Reinhorn, A.M. (1992). 3D Inelastic Dynamic Analysis of RC Structures. Proceedings of 8th National Conference on Computing in Engineering, Dallas, pp.905-912.
  • Gross, J.L. and Kunnath, S.K. (1992). Analytical Investigation of Cypress Viaduct Failure During the Loma Prieta Earthquake. EERI Annual Meeting, San Francisco.
  • Valles, R., Kunnath, S.K. and Reinhorn, A.M. (1991). Rapid Evaluation of Multistory Building Drift, Proceedings of the 9th National Conference on Microcomputers in Civil Engineering, Orlando, pp.120-124.
  • Kunnath, S.K., Reinhorn, A.M. and Panahshahi, N. (1991). Computational Modeling of RC Buildings with Flexible Floors. ACI Spring Convention, Boston.
  • Reinhorn, A.M., Mander, J.B., Bracci, J. and Kunnath, S.K. (1990). Simulation of Seismic Damage of RC Buildings in Eastern US, Proceedings of International ICOSSAR Conference on Structural Safety and Reliability, Ang, Shinozuka and Schueller (Editors), ASCE Publishing, New York, pp.407-414.
  • Kunnath, S.K., Reinhorn, A.M., and Abel, J.F. (1990). A Macromodel Approach to Practical Analysis of RC Buildings Under Seismic Excitations, Proceedings of International Conference on Computer Aided Analysis and Design of Concrete Structures, Bicanic and Mang (editors), Pineridge Press, pp.1155-1166.
  • Reinhorn, A.M., Kunnath, S.K., Bracci, J. and Mander, J.B. (1989). Normalized Damage Index for Evaluation of R/C Buildings, in Seismic Engineering: Research and Practice, C.A. Kircher and A.K. Chopra (editors), Proceedings of ASCE Structures Congress held in San Francisco, ASCE Publishing, New York, pp.507-516.
  • Kunnath, S.K. and Reinhorn, A.M. (1990). Inelastic Response of RC Beam-Columns Under Biaxial Excitations. Proceedings of the 4th US National Conf. on Earthquake Engineering, Palm Springs, May 20-24, Vol.II, 471-480.
  • Reinhorn, A.M., Mander, J.B., Bracci, J.M and Kunnath, S.K. (1990). A Post-Earthquake Damage Evaluation Strategy for RC Buildings. Proceedings of the 4th US National Conf. on Earthquake Engineering, Palm Springs, May 20-24, Vol.II, pp.1047-1056.
  • Panahshahi, N., Reinhorn, A.M. and Kunnath, S.K. (1990). Inelastic Modeling of RC Buildings with Flexible Floor Diaphragms, Proceedings of the 4th US National Conf. on Earthquake Engineering, Palm Springs, May 20-24, Vol.II, pp.369-378.
  • Kunnath, S.K., Reinhorn, A.M., and Mander, J.B. (1990). Seismic Response and Damageability of Gravity Load (Non-Seismic) Designed Buildings. Proceedings of the 9th European Conf. on Earthquake Engrg., Moscow, Vol.9, pp.323-332.
  • Kunnath, S.K., Reinhorn, A.M. and Park, Y.J. (1988). Damageability Assessment of RC Buildings using Identified Component Properties, ASCE Annual National Convention, Nashville.
  • Park, Y.J., Reinhorn, A.M. and Kunnath, S.K. (1988). Seismic Damage Analysis of Reinforced Concrete Buildings, Proceedings of the 9th World Conference on Earthquake Engineering, Tokyo.