[1]陈少杰,韩航波.钢结构住宅体系抗震性能[J].西安科技大学学报,2014,(01):43-47.
 CHEN Shao-jie,HAN Hang-bo.Seismic performance of steel structure residential system[J].Journal of Xi'an University of Science and Technology,2014,(01):43-47.
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钢结构住宅体系抗震性能(/HTML)
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西安科技大学学报[ISSN:1672-9315/CN:61-1434/N]

卷:
期数:
2014年01期
页码:
43-47
栏目:
出版日期:
2014-02-28

文章信息/Info

Title:
Seismic performance of steel structure residential system
文章编号:
10.13800/j.cnki.xakjdxxb.2014.0109
作者:
陈少杰韩航波
西安科技大学 建筑与土木工程学院,陕西 西安 710054
Author(s):
CHEN Shao-jieHAN Hang-bo
College of Civil and Architectural Engineering,Xi’an University of Science and Technology,Xi’an 710054,China
关键词:
高层建筑钢结构抗震性能
Keywords:
high-rise residence steel structure seismic performance
分类号:
TU 323.5
文献标志码:
A
摘要:
从高层建筑物的钢结构的住宅结构体系的抗震性能的角度着手,建立钢框架、钢框架支撑和钢框架剪力墙的三维立体空间的有限元模型。通过有限元的软件对这3种钢框架模型进行8°的抗震设防下模拟,并分别对其进行模态分析与动力时程的研究分析,根据3种模型的动力时程的顶点位移与层和层之间的位移进行相关对比,指出对钢结构设置支撑和剪力墙,来完善高层的钢结构的住宅结构体系的抗震性能,从而提高建筑物的稳定性和抗震能力。
Abstract:
Considering the seismic performance of high-rise buildings steel structure residential structure system,establish a steel frame, a braced steel frame and steel frame shear wall of three dimensional space finite element model. By the finite element software for the three kinds of steel frame model on the eight degree earthquake simulation, carries on the research on the modal analysis and time-history analysis. The three model’s relation of the coping displacement and relative storey displacement were compared, and the seismic performance of setting steel-brace and steel frame shear wall was proposed.

参考文献/References:

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备注/Memo

备注/Memo:
收稿日期:2013-08-23 通讯作者:陈少杰(1989-),男,陕西府谷人,硕士,E-mail:2060522577@qq.com 陈少杰,韩航波
更新日期/Last Update: 1900-01-01