To simulate shear wall of tall building structures, some kinds of calculation methods towards Multi-Vertical-Line-Element Model are discussed in detail. A more reasonable element stiffness matrix and a improved Multi-Vertical-Line-Element Model are given. Combined with hysteretic axial model and hysteretic shear model, nonlinear analysis of a shear wall is put through. The calculation result indicates that the improved model has relatively well accuracy compared with test result. © 2011 Published by Elsevier Ltd.
Chen, B., Tan, J., & Oyang, Y. (2011). An improved simulation model of shear wall structures of tall building. In Procedia Engineering (Vol. 12, pp. 127–132). Elsevier Ltd. https://doi.org/10.1016/j.proeng.2011.05.021