ANALYSIS OF ASEISMIC PROPERTIES OF LIGHT-WEIGHT STEEL MULTI-STOREY STRUCTURE

Huang Yi; Wang Yuanqing; Chen Hong; Shi Yongjiu

doi:10.13204/j.gyjz200612020

Volume 36 Issue 12

Dec. 2014

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Huang Yi, Wang Yuanqing, Chen Hong, Shi Yongjiu. ANALYSIS OF ASEISMIC PROPERTIES OF LIGHT-WEIGHT STEEL MULTI-STOREY STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 73-75. doi: 10.13204/j.gyjz200612020

Citation:

Huang Yi, Wang Yuanqing, Chen Hong, Shi Yongjiu. ANALYSIS OF ASEISMIC PROPERTIES OF LIGHT-WEIGHT STEEL MULTI-STOREY STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 73-75. doi: 10.13204/j.gyjz200612020

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ANALYSIS OF ASEISMIC PROPERTIES OF LIGHT-WEIGHT STEEL MULTI-STOREY STRUCTURE

doi: 10.13204/j.gyjz200612020

1.
Department of Civil Engineering of Tsinghua University Beijing 100084

Received Date: 2006-10-25
Publish Date: 2006-12-20

Abstract

Abstract

Light-weight steel multi-storey structures are widely used and developing rapidly all over the world.At the present time,much work on the study of the static behavior has been done,but the analysis of the dynamic properties is rare.Taking a specific engineering as an example,the dynamic properties are analyzed by the finite element software ANSYS,including modal analysis,spectrum analysis,elastoplastic time-history analysis,whose results are compared with those of PKPM.The result shows,the whiplash effect exists,but in comparison,the ground floor is affected more severely in earthquake.
- light-weight steel multi-storey frame,
- response spectrum analysis,
- time-history analysis,
- aseismic property,
- ANSYS

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References(5)

References

[2] GB 50011-2001 建筑抗震设计规范

王元清,石永久,陈宏,等.现代轻钢结构建筑及其在我国的应用.建筑结构学报,2002,23(1):2-8

[3] 王勖成,邵敏.有限单元法基本原理和数值方法.北京:清华大学出版社,1997

[4] 刘歌青,石永久,王元清,等.纯框架体系在多层轻钢住宅中的应用研究.工业建筑,2002,32(12):64-66

[5] 黄炳生,舒赣平,吕志涛.多层轻钢框架的地震时程分析.工业建筑,2001,31(8):5-7

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