Experimental study on seismic behavior of double steel plates shear wall with concrete-filled steel tubular frames and seams

被引：0

作者：

Wang Y. ^{[1
]}

Han C. ^{[1
]}

Han Q. ^{[1
]}

机构：

[1] Institute of Civil Engineering, Inner Mongolia University of Technology, Hohhot

来源：

International Journal of Simulation: Systems, Science and Technology | 2016年 / 17卷 / 45期

关键词：

Seams; Seismic behavior; Shear wall; Steel plates;

D O I：

10.5013/IJSSST.a.17.45.54

中图分类号：

学科分类号：

摘要：

In this paper, a new type of composite shear wall which is emplaced with double steel plates, concrete-filled steel tubular frames and artificial vertical seams is proposed. In order to study its seismic behavior, three shear wall specimens were constructed and then tested to failure under cyclic lateral loading. The failure mode, load-carrying capacity, ductility, stiffness degradation, hysteresis behavior and energy dissipating capacity showed in the course of the test are studied. The main research results are as follows: firstly, the double steel plates shear wall specimen with concrete-filled steel tubular frames and seams show excellent performance in load-carrying capacity, ductility, stiffness degradation and energy dissipating capacity; secondly, double steel plates is more effective than concealed bracings in respect of improving seismic behavior of shear wall specimens. © 2017 UK Simulation Society. All rights reserved.

引用

页码：54.1 / 54.5

共 9 条

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