题名: |
Seismic Behavior of Self-Centering Modular Panel with Slit Steel Plate Shear Walls: Experimental Testing |
其他题名: |
AISC.(2010a)."Code of standard practice for steel buildings and bridges."AISC 303-10,Chicago. |
正文语种: |
英文 |
作者: |
Wei Wang |
关键词: |
Self-centering;Modular panel;Rocking connection;Slit wall;Experiment;Seismic effects |
摘要: |
The self-centering modular panel with a slit steel plate shear wall (SCMP-SW) is a new seismic load-resisting structural component that combines recentering capabilities and energy dissipation ability. The self-centering modular panel is designed as a posttensioned steel moment resisting frame and in this study two types of SCMP-SWs with slightly different configurations are fabricated and tested, which could be potentially inserted into framed structural systems. In this paper, the prefabricated SCMP-SW is installed into a beam-through steel frame, while the slit wall is intended to serve as replaceable fuse elements for energy dissipation purposes. A series of experimental tests were conducted to investigate the cyclic loading behavior of the SCMP-SW with two different types of self-centering modular panels and slit walls. The experimental results show that SCMP-SW is capable of recentering upon unloading while retaining the moderate energy-dissipation capacity of the slit walls. It is also observed that due to the self-centering modular panel, after severe cyclic loading the system with newly replaced slit walls and a reused main frame exhibits almost identical structural performance (stiffness, strength, and recentering ability) to the original system. |
出版年: |
2018 |
论文唯一标识: |
P-26Y2018V144N01008 |
英文栏目名称: |
ANNIVERSARY PAPERS |
doi: |
10.1061/(ASCE)ST.1943-541X.0001932 |
期刊名称: |
Journal of Structural Engineering |
拼音刊名(出版物代码): |
P-26 |
卷: |
144 |
期: |
01 |
页码: |
70-82 |