Design Method of New Type of Reinforced Concrete Shear Wall With Replaceable Corner Components and Its Analysis

doi:10.11908/j.issn.0253-374x.2016.01.006

Home > Archive>Volume 44, Issue 1, 2016 >0037-0044. DOI:10.11908/j.issn.0253-374x.2016.01.006

Design Method of New Type of Reinforced Concrete Shear Wall With Replaceable Corner Components and Its Analysis
DOI:
                        10.11908/j.issn.0253-374x.2016.01.006
                    
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Author:
                        LIU QizhouLIU Qizhou
State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China；Research Institute of Structural Engineering and Disaster Reduction, Tongji University, Shanghai 200092, China
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JIANG HuanjunJIANG Huanjun
State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China；Research Institute of Structural Engineering and Disaster Reduction, Tongji University, Shanghai 200092, China
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Clc Number:TU973.14;TU398.2
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Abstract:

A new kind of reinforced concrete shear wall with replaceable corner components was put forward. Then, the design method of the shear wall was introduced. Finally, numerical simulation and comparison analysis were carried out. The results show that the new shear wall has superior antiseismic capability, and the damage mainly concentrates at the replaceable components.

Key words:reinforced concrete shear wall; earthquake resilient structure; replaceable component; design method; seismic performance

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LIU Qizhou, JIANG Huanjun. Design Method of New Type of Reinforced Concrete Shear Wall With Replaceable Corner Components and Its Analysis[J].同济大学学报(自然科学版),2016,44(1):0037~0044

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Received:December 22,2014
Revised:November 22,2015
Adopted:September 14,2015
Online: January 26,2016
Published:

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