Theoretical Study and Nonlinear Finite Analysis of Four-Line Restoring Force Model for Double-Superimposed Slab Shear Walls

This paper is concerned with the seismic behavior of a superimposed slab shear wall. Based on the test results of the specimens under low cyclic reversal loading, the formulas with respect to the top displacement and capacity of a shear wall in the consecutive loading process are derived. The concre...

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Bibliographic Details
Main Authors: Dawei Zhang, Binhui Huang, Yujian Zhang, Shaole Yu, Junhao Bie
Format: Article
Language:English
Published: MDPI AG 2023-03-01
Series:Buildings
Subjects:
Online Access:https://www.mdpi.com/2075-5309/13/3/749