Research on Seismic Performance of Reinforced Concrete Shear Wall Structure

被引：0

作者：

Li, Zheng ^{[1
]}

Zhou, Heng ^{[1
]}

Qin, Li ^{[1
]}

机构：

[1] Hubei Univ Arts & Sci, Xiangyang 441053, Hubei, Peoples R China

来源：

PROCEEDINGS OF THE 2015 6TH INTERNATIONAL CONFERENCE ON MANUFACTURING SCIENCE AND ENGINEERING | 2016年 / 32卷

关键词：

Shear wall Structure; dynamic characteristic; Seismic performance; shaking-table test; SHAKING TABLE;

D O I：

暂无

中图分类号：

TP [自动化技术、计算机技术];

学科分类号：

0812 ;

摘要：

The seismic performance of 7-story reinforced concrete shear wall structure is studied, by the shaking table test of the reduced-scaled model. Two test conditions are considered, namely, fixed base and considering soil structure interaction. Under above two conditions, the acceleration time history response of model structure is obtain by test. Based on the time-history response, spectrum analysis is carried out, the dynamic characteristics of model structure are studied. The Finite Element Model of actural structure is established by ANSYS. The dynamic characteristics and time history response of actural structure under seismic action are studied. By comparing the experiment results and numerical analysis results under the fixed-base condition, the rationality of the method of ANSYS finite element numerical analysis is verified.

引用

页码：49 / 55

页数：7

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