Aktan, A. E., & Bertero, V. V. (1984). Seismic response of R/C frame-wall structures. Journal of Structural Engineering, 110(8), 1803–1821.
ASCE/SEI 41–13. (2014). Seismic rehabilitation of existing buildings. ASCE/SEI 41-13. Reston, VA: American Society of Civil Engineers.
Borosnyói, A., & Balázs, G. L. (2005). Models for flexural cracking in concrete: State of the art. Structural Concrete, 6(2), 53–62.
Caner, F., & Bazant, Z. (2013). Microplane model M7 for plain concrete. I: Formulation. Journal of Engineering Mechanics, 139(12), 1714–1723.
Cervenka, V. (1970). Inelastic finite element analysis of reinforced concrete panels under in plane loads. Dissertation, University of Colorado.
Cheng, X. W., Ji, X. D., Henry, R. S., & Xu, M. C. (2019). Coupled axial tension-flexure behavior of slender reinforced concrete walls. Engineering Structures, 188, 261–276.
CMC. (2010a). Technical specification for concrete structures of tall building JGJ 3-2010. Beijing, China Ministry of Construction.
CMC. (2010b). Code for design of concrete structures. GB50010-2010. Beijing, China Ministry of Construction.
CMC. (2010c). Code for seismic design of buildings. GB50011-2010, Beijing, China Ministry of Construction.
CMC. (2015). Technical specification for review of design of ultra-high-rise buildings. Beijing, China Ministry of Construction.
Cortes-Puentes, W. L., & Palermo, D. (2011). Modelling seismically repaired and retrofitted reinforced concrete shear walls. Computers and Concrete, 8(5), 541–861.
Feenstra, P. H., Borst, R., & Rots, J. G. (1991). Numerical study on crack dilatancy Part I: Models and stability analysis. Journal of Engineering Mechanics, 117(4), 733–753.
Feng, D. C., Ren, X. D., & Li, J. (2018). Cyclic behavior modeling of reinforced concrete shear walls based on softened damage-plasticity model. Engineering Structures, 166, 363–375.
Figueira, D., Sousa, C., & Neves, A. S. (2020). Constitutive model for aggregate interlock in FEM analyses of concrete interfaces with embedded steel bars. International Journal of Concrete Structures and Materials, 14(1), 15.
He, X. G., & Kwan, A. K. H. (2001). Modeling dowel action of reinforcement bars for finite element analysis of concrete structures. Computers & Structures, 79(6), 595–604.
Hognestad, E. (1951). A study on combined bending and axial load in reinforced concrete members. University of Illinois.
Hoult, R. D. (2017). Minimum longitudinal reinforcement requirements for boundary elements of limited ductile walls for AS 3600. Electronic Journal of Structural Engineering, 17(1), 43–52.
Hoult, R. D., Goldsworthy, H. M., & Lumantarna, E. (2018a). Plastic hinge length for lightly reinforced C-shaped concrete walls. Journal of Earthquake Engineering, 24(7), 1083–1114.
Hoult, R. D., Goldsworthy, H. M., & Lumantarna, E. (2018b). Plastic hinge length for lightly reinforced rectangular concrete walls. Journal of Earthquake Engineering, 22(8), 1447–1478.
Hsu, T. T. C. (1988). Softened truss model theory for shear and torsion. ACI Structural Journal, 85(6), 624–635.
Hsu, T. T. C., & Zhu, R. R. H. (2002). Softened membrane model for reinforced concrete elements in shear. ACI Structural Journal, 99(4), 460–469.
Imbsen. (2007). XTRACT-cross section analysis program for structural engineers-Step by step examples, IMBSEN software systems v3.0.8, California.
Ji, X. D., Cheng, X. W., & Xu, M. C. (2018). Coupled axial tension-shear behavior of reinforced concrete walls. Engineering Structures, 167, 132–142.
Kato, H., Tajiri, S., & Mukai, T. (2010). Preliminary reconnaissance report of the Chile earthquake 2010. Building Research Institute.
Kazaz, I. (2013). Analytical study on plastic hinge length of structural walls. Journal of Structural Engineering, 139(11), 1938–1950.
Kurfer, H. B., Hilsdorf, H. K., & Rusch, H. (1969). Behavior of concrete under biaxial stresses. ACI Structural Journal, 66(8), 656–666.
Lai, T. Y. (2015). Experimental research on mechanical behavior of concrete shear walls under tension and shear. Dissertation, Tianjin University.
Lu, Y. Q., Henry, R. S., & GultomMa, R. Q. T. (2017). Cyclic testing of reinforced concrete walls with distributed minimum vertical reinforcement. Journal of Structural Engineering, 143(5), 04016225.
Luu, H., Ghorbanirenani, I., Léger, P., & Tremblay, R. (2012). Numerical modelling of slender reinforced concrete shear wall shaking table tests under high-frequency ground motions. Journal of Earthquake Engineering, 17(4), 517–542.
Moehle, J. (2014). Seismic design of reinforced concrete buildings. McGraw-Hill Education.
Nie, X., Wang, J. J., & Tao, M. X. (2020). Experimental study of shear critical reinforced-concrete shear walls under tension bending shear-combined cyclic load. Journal of Structural Engineering, 146(5), 04020047.
Palermo, D., & Vecchio, F. J. (2004). Compression field modeling of reinforced concrete subjected to reversed loading: Verification. ACI Structural Journal, 101(2), 155–164.
Palermo, D., & Vecchio, F. J. (2007). Simulation of cyclically loaded concrete structures based on the finite-element method. Journal of Structural Engineering, 133(5), 728–738.
Paulay, T., & Priestley, M. J. N. (1992). Seismic design of reinforced concrete and masonry buildings. Wiley.
Paulay, T., & Santhakumar, A. R. (1976). Ductile behavior of coupled shear walls. Journal of the Structural Division, 102(1), 93–108.
Priestley, M. J. N., Calvi, G. M., & Kowalsky, M. J. (2007). Displacement-based seismic design of structures. IUSS Press.
Priestley, 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.
Ren, C. C. (2018). Experimental study on tension-shear performance of reinforced concrete shear wall. Dissertation, China Academy of Building Research.
Ren, C. C., Xiao, C. Z., & Xu, P. F. (2018). Experimental study on tension-shear performance of reinforced concrete shear wall. China Civil Engineering Journal, 51(4), 20–33.
Rosso, A., Almeida, J. P., Constantin, R., Beyer, K., & Sritharan, S. (2014). Influence of longitudinal reinforcement layouts on RC wall performance. In the Second European Conference on Earthquake Engineering and Seismology.
Scott, B. D., Park, R., & R., & Priestley, M. J. N. . (1982). Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates. ACI Structural Journal., 79(1), 13–27.
Seckin, M. (1981). Hysteretic behavior of cast-in-place exterior beam column-slab subassemblies. Dessertation, University of Toronto.
Song, C., Pujol, S., & Lepage, A. (2012). The collapse of the Alto Rio building during the 27 February 2010 Maule, Chile, Earthquake. Earthquake Spectra, 28(S1), S301–S334.
Thomsen, J. H., & Wallace, J. W. (2004). Displacement-based design of slender reinforced concrete structural walls-experimental verification. Journal of Structural Engineering, 130(4), 618–630.
Vecchio, F. J. (2000). Disturbed stress field model for reinforced concrete: Formulation. Journal of Structural Engineering, 126(9), 1070–1077.
Vecchio, F. J., & Collins, M. P. (1986). Modified compression-field theory for reinforced concrete elements subjected to shear. ACI Structural Journal, 83(2), 219–231.
Vecchio, F. J., & Lai, D. (2004). Crack shear-slip in reinforced concrete elements. Journal of Advanced Concrete Technology, 2(3), 289–300.
Wang, J. J. (2019). Research on high fidelity numerical model for high rise shear wall structures under sophisticated loading conditions. Dissertation, Tsinghua University.
Wang, T. C., Lai, T. Y., Zhao, H. L., & Wang, Y. (2017). Tensile-shear mechanical performance test of reinforced concrete shear wall. Building Structure, 47(2), 64–69.
Wang, J. J., Tao, M. X., Fan, J. S., & Nie, X. (2018). Seismic behavior of Steel Plate reinforced concrete composite shear walls under tension-bending-shear combined cyclic load. Journal of Structural Engineering, 177(7), 04018075.
Wong, P. S., Vecchio, F. J., & Trommels, H. (2013). VecTor2 and formworks user’s manual. In user’s manual, 2nd edition. Toronto: University of Toronto.
Wu, J. Y., & Li, J. (2007). Unified plastic-damage model for concrete and its applications to dynamic nonlinear analysis of structure. Structural Engineering and Mechanics, 25(5), 519–540.
Yao, Z. Q. (2015). Experimental research on tension and tensile-shear behaviors of shear wall with steel tube confined high-strength concrete. Beijing:South China University of Technology.