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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Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(1): 78-79

Gao Xiaojian, Ba Hengjing, Ma Baoguo. THE RELATIONSHIP AMONG CEMENT HYDRATION DEGREE, COMPRESSIVE STRENGTH AND AUTOGENOUS SHRINKAGE OF CONCRETE AT EARLY AGES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 64-67. doi: 10.13204/j.gyjz200602019

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

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References(6)

References

GB 50011-2001 建筑抗震设计规范

[2] 陈建锋.单层不等高厂房横向抗震分析及振型分解反应谱程序开发的研究:[硕士学位论文].杨凌:西北农林科技大学,2004

[3] 尚守平.结构抗震设计.北京:高等教育出版社,2003:156-172

[4] 丰定国.工程结构抗震.北京:地震出版社,2000:104-114

[5] 郭继武.建筑抗震设计.北京:高等教育出版社,1999:211-247

[6] 陈建锋.单层不等高厂房横向抗震分析.西北农林科技大学学报,2003(增刊):145-146

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