ANALYSIS OF GRAVITY LOAD EFFECT ON SEISMIC BEHAVIOR OF SLAB-COLUMN CONNECTIONS

Liu Wenting; Yao Qianfeng

doi:10.13204/j.gyjz200905007

Volume 39 Issue 5

Dec. 2014

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Liu Wenting, Yao Qianfeng. ANALYSIS OF GRAVITY LOAD EFFECT ON SEISMIC BEHAVIOR OF SLAB-COLUMN CONNECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 33-38. doi: 10.13204/j.gyjz200905007

Citation:

Liu Wenting, Yao Qianfeng. ANALYSIS OF GRAVITY LOAD EFFECT ON SEISMIC BEHAVIOR OF SLAB-COLUMN CONNECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 33-38. doi: 10.13204/j.gyjz200905007

Liu Wenting, Yao Qianfeng. ANALYSIS OF GRAVITY LOAD EFFECT ON SEISMIC BEHAVIOR OF SLAB-COLUMN CONNECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 33-38. doi: 10.13204/j.gyjz200905007

Citation:

Liu Wenting, Yao Qianfeng. ANALYSIS OF GRAVITY LOAD EFFECT ON SEISMIC BEHAVIOR OF SLAB-COLUMN CONNECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 33-38. doi: 10.13204/j.gyjz200905007

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ANALYSIS OF GRAVITY LOAD EFFECT ON SEISMIC BEHAVIOR OF SLAB-COLUMN CONNECTIONS

doi: 10.13204/j.gyjz200905007

1.
School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China

Received Date: 2008-10-29
Publish Date: 2009-05-20

Abstract

Abstract

On drift capacity of slab-column connection,the code provisions of GB 50011 and UBC 97 and the difference are introduced.By reviewing and analyzing the results of a large number of previously reported tests on slab-column connections,an limited gravity shear ratio on China code is presented.Based on structural analyzing and design examples,a design measure of slab-column shearwall structure is proposed.
- gravity load,
- slab-column connection,
- seismic behavior,
- gravity shear ratio

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References(23)

References

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