ANALYSIS ON SEISMIC RESPONSE OF ARCHED CORRUGATED METAL ROOF

Wang Yuan-qing; Tan Cheng-dong; Zhang Yong

doi:10.13204/j.gyjz200608024

Volume 36 Issue 8

Dec. 2014

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Wang Yuan-qing, Tan Cheng-dong, Zhang Yong. ANALYSIS ON SEISMIC RESPONSE OF ARCHED CORRUGATED METAL ROOF[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 78-81. doi: 10.13204/j.gyjz200608024

Citation:

Wang Yuan-qing, Tan Cheng-dong, Zhang Yong. ANALYSIS ON SEISMIC RESPONSE OF ARCHED CORRUGATED METAL ROOF[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 78-81. doi: 10.13204/j.gyjz200608024

Wang Yuan-qing, Tan Cheng-dong, Zhang Yong. ANALYSIS ON SEISMIC RESPONSE OF ARCHED CORRUGATED METAL ROOF[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 78-81. doi: 10.13204/j.gyjz200608024

Citation:

Wang Yuan-qing, Tan Cheng-dong, Zhang Yong. ANALYSIS ON SEISMIC RESPONSE OF ARCHED CORRUGATED METAL ROOF[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 78-81. doi: 10.13204/j.gyjz200608024

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ANALYSIS ON SEISMIC RESPONSE OF ARCHED CORRUGATED METAL ROOF

doi: 10.13204/j.gyjz200608024

1.
1. Dept.of Civil Engineering of Tsinghua University Beijing 100084;
2.
2. China Architecture D&R Groups Beijing 100044;

Received Date: 2006-03-20
Publish Date: 2006-08-20

Abstract

Abstract

It is generally considered that the seismic response of Arched Corrugated Metal Roof(ACMR) is not the control factor of structure design because of its light dead weight,but the conclusion has not been verified.It is also analyzed the dynamic time-history response of ACMR by programming the FEA program using Wilson method and Newmark method,and the conclusion above is testified.
- Arched Corrugated Metal Roof,
- seismic response,
- Wilson method,
- Newmark method