DISCUSSION ON SIMPLIFIED DYNAMIC ANALYTIC METHOD OF MULTI-STORY FRAME

Xu Yuye; Wang Quanfeng; Luo Yi

doi:10.13204/j.gyjz200404026

Volume 34 Issue 4

Dec. 2014

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Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(4): 86-88,45

Xu Yuye, Wang Quanfeng, Luo Yi. DISCUSSION ON SIMPLIFIED DYNAMIC ANALYTIC METHOD OF MULTI-STORY FRAME[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(4): 86-88,45. doi: 10.13204/j.gyjz200404026

Citation:

Xu Yuye, Wang Quanfeng, Luo Yi. DISCUSSION ON SIMPLIFIED DYNAMIC ANALYTIC METHOD OF MULTI-STORY FRAME[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(4): 86-88,45. doi: 10.13204/j.gyjz200404026

Xu Yuye, Wang Quanfeng, Luo Yi. DISCUSSION ON SIMPLIFIED DYNAMIC ANALYTIC METHOD OF MULTI-STORY FRAME[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(4): 86-88,45. doi: 10.13204/j.gyjz200404026

Citation:

Xu Yuye, Wang Quanfeng, Luo Yi. DISCUSSION ON SIMPLIFIED DYNAMIC ANALYTIC METHOD OF MULTI-STORY FRAME[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(4): 86-88,45. doi: 10.13204/j.gyjz200404026

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DISCUSSION ON SIMPLIFIED DYNAMIC ANALYTIC METHOD OF MULTI-STORY FRAME

doi: 10.13204/j.gyjz200404026

1.
1. Department of Civil Engineering,South China University of Technology Guanzhou 510640;
2.
2. Department of Civil Engineering,National Huaqiao University Quanzhou 362011

Received Date: 2003-03-07
Publish Date: 2004-04-20

Abstract

Abstract

A shear type model is used as the dynamic analytical model for the whole structure and a semidegrading tetralinear model with a descending branch is selected as restoring force model for the interstory columns. The parameter of the restoring force model for the interstory force model is computed by the nonlinear relation of M-, and the corresponding program IDAFF is developed. By analyzing the difference of the result between IDAFF and TAT, it can be concluded that:the result on rotation of inter-story displacement complied with the codes is on the high side under a minor earthquake and is possible on the low side under a major earthquake.
- frame,
- elastoplastic dynamic analysis,
- simplified method

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References(3)

References

[2] 吕西林, 卢文生.R.C.框架结构的振动台试验和面向设计的时程分析法.地震工程与工程振动, 1998, 18(2):48～58

GB 50011-2001 建筑抗震设计规范

[3] 中国建筑科学研究院PKPM CAD工程部.多层及高层建筑结构三维分析软件TAT用户手册及技术条件.中国建筑科学研究院PKPM CAD-I-程部, 2002

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