COMPARISON OF SEISMIC DESIGN APPROACH FOR BUILDING STRUCTURES AND A NEW DERIVATION OF THE RELATION BETWEEN DRIFTS FOR DESIGN LEVEL AND MEDIUM EARTHQUAKES(2)

Tong Genshu; Zhou Weidong; Zhang Lei

doi:10.13204/j.gyjz201305023

Volume 43 Issue 5

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2013 > 43(5): 108-114

Tong Genshu, Zhou Weidong, Zhang Lei. COMPARISON OF SEISMIC DESIGN APPROACH FOR BUILDING STRUCTURES AND A NEW DERIVATION OF THE RELATION BETWEEN DRIFTS FOR DESIGN LEVEL AND MEDIUM EARTHQUAKES(2)[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 108-114. doi: 10.13204/j.gyjz201305023

Citation:

Tong Genshu, Zhou Weidong, Zhang Lei. COMPARISON OF SEISMIC DESIGN APPROACH FOR BUILDING STRUCTURES AND A NEW DERIVATION OF THE RELATION BETWEEN DRIFTS FOR DESIGN LEVEL AND MEDIUM EARTHQUAKES(2)[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 108-114. doi: 10.13204/j.gyjz201305023

Citation:

Tong Genshu, Zhou Weidong, Zhang Lei. COMPARISON OF SEISMIC DESIGN APPROACH FOR BUILDING STRUCTURES AND A NEW DERIVATION OF THE RELATION BETWEEN DRIFTS FOR DESIGN LEVEL AND MEDIUM EARTHQUAKES(2)[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 108-114. doi: 10.13204/j.gyjz201305023

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COMPARISON OF SEISMIC DESIGN APPROACH FOR BUILDING STRUCTURES AND A NEW DERIVATION OF THE RELATION BETWEEN DRIFTS FOR DESIGN LEVEL AND MEDIUM EARTHQUAKES(2)

doi: 10.13204/j.gyjz201305023

1.
1. Institute of High Performance Material and Structure,Zhejiang University,Hangzhou 310058,China;
2.
2. Huahui Engineering Design Group,Shaoxing 312000,China

Received Date: 2013-01-10
Publish Date: 2013-05-20

Abstract

Abstract

System performance factors for base shear determination in various codes were analyzed.In the USA, it includes overstrength factors of both the material and the structural system and the ductility, in EC 8 it contains the structural overstrength and the ductility, in Japan and China, it reflects only the ductility.Because in Japan a load factor of 1.4 is introduced, it has the biggest earthquake forces for structural design.This paper provided also detailed comments on the relations between the drift under the design seismic action and the drift under medium earthquake, and it is found that the formula in EC 8 is in consistent with its philosophy for determining its seismic action, but not without any problem.A new derivation is presented for the relation between the elastic-plastic drift and the elastic drift under design earthquake.
- drifts,
- seismic design,
- serviceability limit state,
- code

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References(12)

References

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