Experimental study on collapse modes of reinforced concrete wallboards under earthquake action

References

• Araki, Y., and K. D. Hjelmstad. 2000. “Criteria for Assessing Dynamic Collapse of Elastoplastic Structural Systems.” Earthquake Engineering & Structural Dynamics 29: 1177–1198. doi:10.1002/1096-9845(200008)29:8<1177::AID-EQE963>3.0.CO;2-E.
   Web of Science ®Google Scholar
• Bozorgnia, Y., and V. V. Bertero. 2003. “Damage Spectra: Characteristics and Applications to Seismic Risk Reduction.” Journal of Structural Engineering 129 (10): 1330–1340. doi:10.1061/(ASCE)0733-9445(2003)129:10(1330).
   Web of Science ®Google Scholar
• Dan, D., A. Fabian, and V. Stoian. 2011. “Theoretical and Experimental Study on Composite Steel–concrete Shear Walls with Vertical Steel Encased Profiles; Nonlinear Behavior of Composite Shear Walls with Vertical Steel Encased Profiles.” Journal of Constructional Steel Research 67 (5): 800–813. doi:10.1016/j.jcsr.2010.12.013.
   Web of Science ®Google Scholar
• GB50666-2011. 2011. People’s Republic of China National Standard. 2011. Code for Construction of Concrete Structures. Beijing: China Architecture & Building Press.
   Google Scholar
• Goulet, C. A., C. B. Haselton, J. Mitrani-Reiser, J. L. Beck, G. G. Deierlein, K. A. Porter, and J. P. Stewart. 2007. “Evaluation of the Seismic Performance of a Code-conforming Reinforced-concrete Frame Building—from Seismic Hazard to Collapse Safety and Economic Losses.” Earthquake Engineering & Structural Dynamics 36 (3): 1973–1997. doi:10.1002/eqe.694.
   Google Scholar
• Greifenhagen, C., and P. Lestuzzi. 2005. “Static Cyclic Tests on Lightly Reinforced Concrete Shear Walls.” Engineering Structures 27 (11): 1703–1712. doi:10.1016/j.engstruct.2005.06.008.
   Web of Science ®Google Scholar
• Haselton, C. B., A. B. Liel, and S. T. Lange. 2008. Beam-Column Element Model Calibrated for Predicting Flexural Response Leading to Global Collapse of RC Frame Buildings. No. 152. Berkeley, CA, USA: Pacific Earthquake Engineering Research Center (PEER).
   Google Scholar
• Hidalgo, P. A., R. Jordan, and C. A. Ledezma. 2006. “Experimental Study of Reinforced Concrete Walls under Shear Failure.” Applied Mechanics and Materials 23 (1): 514–526.
   Google Scholar
• Huang, D., X. Han, S. Qiao, J. Jin, and J. Cui. 2021. “Component Deformation-based Collapse Evaluation of RC Frame under Different Collapse Criteria.” Earthquake and Structures 21 (2): 113–124.
   Web of Science ®Google Scholar
• Ibarra, L. F., R. A. Medina, and H. Krawinkler. 2005. “Hysteretic Models that Incorporate Strength and Stiffness Deterioration.” Earthquake Engineering & Structural Dynamics 34 (12): 1489–1511. doi:10.1002/eqe.495.
   Web of Science ®Google Scholar
• JGJ/T 101-2015. 2015.Profession Standard of the People’s Republic of China: Specification for Seismic Test of Buildings, 86. Vol. 1. Beijing: China Architecture & Building Press.
   Google Scholar
• Krawinkler, H. 2009. “Loading Histories for Cyclic Tests in Support of Performance Assessment of Structural Components.” 3rd International Conference on Advances in Experimental Seismic Engineering, Pacific Earthquake Engineering Research Center Annual Conference (PEER), San Francisco, CA, USA.
   Google Scholar
• Li, B., Z. Pan, and W. Xiang. 2015. “Experimental Evaluation of Seismic Performance of Squat RC Structural Walls with Limited Ductility Reinforcing Details.” Journal of Earthquake Engineering 19 (2): 313–331. doi:10.1080/13632469.2014.962669.
   Web of Science ®Google Scholar
• Lignos, D. G. 2008. “Sidesway collapse of deteriorating structural systems under seismic excitations.” PhD Dissertation, Stanford University, USA.
   Google Scholar
• Lignos, D. G., H. Krawinkler, and A. S. Whittaker. 2011. “Prediction and Validation of Sidesway Collapse of Two Scale Models of a 4-story Steel Moment Frame.” Earthquake Engineering & Structural Dynamics 40 (7): 807–825. doi:10.1002/eqe.1061.
   Web of Science ®Google Scholar
• Liu, X. 2007.The Development and Prospect of Structural Engineering, 180. Beijing: China Construction Industry Press.
   Google Scholar
• Lopes, M. S. 2001. “Experimental Shear-dominated Response of RC Walls Part I: Objectives, Methodology and Results.” Engineering Structures 23 (3): 229–239. doi:10.1016/S0141-0296(00)00041-9.
   Web of Science ®Google Scholar
• Lu, X., and J. Yang. 2015. “Seismic Behavior of T-shaped Steel Reinforced Concrete Shear Walls in Tall Buildings under Cyclic Loading.” The Structural Design of Tall and Special Buildings 24 (2): 141–157. doi:10.1002/tal.1158.
   Web of Science ®Google Scholar
• Luna, B. N., J. P. Rivera, and A. S. Whittaker. 2015. “Seismic Behavior of Low-Aspect-Ratio Reinforced Concrete Shear Walls.” ACI Structural Journal 112 (5): 593–603. doi:10.14359/51687709.
   Web of Science ®Google Scholar
• Meigooni, F. S., and F. Mollaioli. 2021. “Simulation of Seismic Collapse of Simple Structures with Energy-based Procedures.” Soil Dynamics and Earthquake Engineering 145 (2021): 106733. doi:10.1016/j.soildyn.2021.106733.
   Google Scholar
• Miguel, P. F., J. Navarro-Gregori, M. A. Fernandez-Prada, and J. L. Bonet. 2013. “A Simplified Method to Predict the Ultimate Shear Stress of Reinforced Concrete Membrane Elements.” Engineering Structures 49 (2): 329–344. doi:10.1016/j.engstruct.2012.11.009.
   Google Scholar
• Toshimi, K., N. Yoshiaki, and M. Masaki. 2011. “Preliminary Reconnaissance Report of the 2011 Tohoku-Chiho Taiheiyo-Oki Earthquake.” Proc. F The Geological and Earthquake Engineering 23 (10): 1007/978-4-431-54097-7-4.
   Google Scholar
• Vulcano, A., and V. V. Bertero. 1987. Analytical Models for Predicting the Lateral Response of RC Shear Wall: Evaluation of Their Reliability. Berkeley, California: Engineering Research Center, University of Calfornia.
   Google Scholar
• Wallace, J. W., K. J. Elwood, and L. M. Massone. 2008. “Investigation of the Axial Load Capacity for Lightly Reinforced Wall Piers.” Journal of Structural Engineering 134 (9): 1548–1557. doi:10.1061/(ASCE)0733-9445(2008)134:9(1548).
   Web of Science ®Google Scholar
• Weng, X. 2015. “Study on Collapse Patterns of Building Structures and the Distribution of Survival Room in Collapsed Building Ruins.“ Institute of Engineering Mechanics, China Earthquake administration. PhD Dissertation.
   Google Scholar
• Xie, L. 2009. “Lessons Learnt from the Great Sichuan Wenchuan Earthquake.” Engineering Science 11(6):In Chinese. 28–35.
   Google Scholar
• Zareian, F., and H. Krawinkler. 2010. “Structural System Parameter Selection Based on Collapse Potential of Buildings in Earthquakes.” Journal of Structural Engineering 136 (8): 933–943. doi:10.1061/(ASCE)ST.1943-541X.0000196.
   Web of Science ®Google Scholar
• Zareian, F., H. Krawinkler, L. Ibarra, and D. Lignos. 2010. “Basic Concepts and Performance Measures in Prediction of Collapse of Buildings under Earthquake Ground Motions.” The Structural Design of Tall and Special Buildings 19 (1–2): 167–181. doi:10.1002/tal.546.
   Web of Science ®Google Scholar
• Zha, Z. 2017. “Research on behavior and failure of reinforced concrete walls under seismic load.” PhD Dissertation, Shanghai Jiao Tong University. (In Chinese)
   Google Scholar
• Zhang, H. 2007. “Study on the Performance-based Seismic Design Method for Shear Wall Structures.” PhD Dissertation, Tongji University. (In Chinese)
   Google Scholar
• Zhang, J., W. Zheng, W. Cao, and H. Dong. 2018. “Dynamic Performance Test of Low-rise Concrete Shear Wall with Single Layer of Web Reinforcement and Inclined Steel Bars.” China Civil Engineering Journal 51 (s1): 65–71.
   Google Scholar
• Zhou, H., and J. Li. 2017. “Effective Energy Criterion for Collapse of Deteriorating Structural Systems.” Journal of Engineering Mechanics 143 (12): 04017135. doi:10.1061/(ASCE)EM.1943-7889.0001356.
   Web of Science ®Google Scholar
• Zhou, G., H. Sun, and D. Zhou. 2010. “Experimental Research on Earthquake-resistant Behavior of Reinforced Concrete Shear-walls.” Journal of ShanDong Jianzhu University 25(1):In Chinese. 41–50.
   Google Scholar