建筑结构

2014, v.44;No.374(02) 65-70

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郑州大学西亚斯国际学院图书馆结构抗震设计
Seismic design on structure of Sias International College Library of Zhengzhou University

刘子龙;曹延波;王洪柱;郭会强;陈天华;陈万里;
Liu Zilong;Cao Yanbo;Wang Hongzhu;Guo Huiqiang;Chen Tianhua;Chen Wanli;SCIVIC Engineering Corporation;

摘要(Abstract):

郑州大学西亚斯国际学院图书馆为框架-剪力墙结构体系,结构高度为70.6m,存在扭转不规则、楼板不连续、构件间断、承载力突变、高位转换等超限情况。根据本工程特点,设定结构整体的抗震性能目标为D级,进行了小震、中震、大震作用下的分析计算,证明了结构体系的合理性,并采用针对性的加强措施,使结构整体能达到设计所定的抗震设防目标。
Sias International College library of Zhengzhou University is a frame-shear wall structure with the height of 70. 6m. This building has some properties exceeding the codes,such as the irregular torsion,discontinuous floors and members,bearing capacity changing abruptly and high transfer floor. Based on the D-grade seismic performance objective, structural analysis and calculation were carried out under different level earthquakes. The results show that the structure arrangement is reasonable and the seismic performance of the structure is good. The performance-based seismic design objective can be achieved with the corresponding seismic strengthening measures.

关键词(KeyWords): 框架-剪力墙结构;抗震性能目标;静力弹塑性分析;动力弹塑性分析
frame-shear wall structure;performance-based seismic design objective;static elasto-plastic analysis;dynamic elasto-plastic analysis

Abstract:

Keywords:

基金项目(Foundation):

作者(Author): 刘子龙;曹延波;王洪柱;郭会强;陈天华;陈万里;
Liu Zilong;Cao Yanbo;Wang Hongzhu;Guo Huiqiang;Chen Tianhua;Chen Wanli;SCIVIC Engineering Corporation;

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DOI: 10.19701/j.jzjg.2014.02.013

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