RESEARCH ON EFFECT-ADJUSTING COEFFICIENT OF LATERAL ANTISEISM OF A SINGLE-STORY MILL BUILDING WITH UNEQUAL HEIGHT

Tian Xingyun; Xi Dingmin; Jiang Shoufang; Chen Jianfeng

doi:10.13204/j.gyjz200601023

Volume 36 Issue 1

Dec. 2014

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Tian Xingyun, Xi Dingmin, Jiang Shoufang, Chen Jianfeng. RESEARCH ON EFFECT-ADJUSTING COEFFICIENT OF LATERAL ANTISEISM OF A SINGLE-STORY MILL BUILDING WITH UNEQUAL HEIGHT[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(1): 78-79. doi: 10.13204/j.gyjz200601023

Citation:

Tian Xingyun, Xi Dingmin, Jiang Shoufang, Chen Jianfeng. RESEARCH ON EFFECT-ADJUSTING COEFFICIENT OF LATERAL ANTISEISM OF A SINGLE-STORY MILL BUILDING WITH UNEQUAL HEIGHT[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(1): 78-79. doi: 10.13204/j.gyjz200601023

Citation:

Tian Xingyun, Xi Dingmin, Jiang Shoufang, Chen Jianfeng. RESEARCH ON EFFECT-ADJUSTING COEFFICIENT OF LATERAL ANTISEISM OF A SINGLE-STORY MILL BUILDING WITH UNEQUAL HEIGHT[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(1): 78-79. doi: 10.13204/j.gyjz200601023

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RESEARCH ON EFFECT-ADJUSTING COEFFICIENT OF LATERAL ANTISEISM OF A SINGLE-STORY MILL BUILDING WITH UNEQUAL HEIGHT

doi: 10.13204/j.gyjz200601023

1.
1 College of Hydraulice and Architecture,Northwest Science &Technology University of Agriculture &Forestry Yangling 712100;
2.
2 Department of Hydraulic,Yangling College of Professional Technology Yangling 712100

Received Date: 2005-05-23
Publish Date: 2006-01-20

Abstract

Abstract

The table H.2.3 - 1 in the Appendix H of Code for Seismic Des ign of Buildings ( GB 50011 - 2001 ) is unsuitable for the bottom shear method. The effec-t adjusting coefficient suitable for the bottom shear method is given through the calculation of lots of examples , besed on mathematical statistics, which may be a reference for calculating the lateral antiseism of the single- story mill buildings with unequal height of RC columns.
- single-story mill building with unequal height,
- lateral antis eism,
- effect-adjusting coefficient