ASEISMIC DESIGN OF BOTTOM FRAME-ASEISMIC WALL BUILDINGS

Liu Hao; Wang Ningcang; Lu Lu

doi:10.13204/j.gyjz200904014

Volume 39 Issue 4

Dec. 2014

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Liu Hao, Wang Ningcang, Lu Lu. ASEISMIC DESIGN OF BOTTOM FRAME-ASEISMIC WALL BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 58-60,53. doi: 10.13204/j.gyjz200904014

Citation:

Liu Hao, Wang Ningcang, Lu Lu. ASEISMIC DESIGN OF BOTTOM FRAME-ASEISMIC WALL BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 58-60,53. doi: 10.13204/j.gyjz200904014

Liu Hao, Wang Ningcang, Lu Lu. ASEISMIC DESIGN OF BOTTOM FRAME-ASEISMIC WALL BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 58-60,53. doi: 10.13204/j.gyjz200904014

Citation:

Liu Hao, Wang Ningcang, Lu Lu. ASEISMIC DESIGN OF BOTTOM FRAME-ASEISMIC WALL BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 58-60,53. doi: 10.13204/j.gyjz200904014

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ASEISMIC DESIGN OF BOTTOM FRAME-ASEISMIC WALL BUILDINGS

doi: 10.13204/j.gyjz200904014

1.
1. Eingineering Department of Xichang College,Xichang 615000,China;
2.
2. Xichang Building Prospecting and Design Institute Co.,Ltd,Xichang 615000,China;
3.
3. China Jingye Engineering Co.,Ltd.,Beijing 100088,China

Received Date: 2008-03-18
Publish Date: 2009-04-20

Abstract

Abstract

A bottom frume-aseismic wall building has a poor aseismic behavior due to the greater difference in the characteristics of its upper and lower structures.However in view of the basic national conditions in China this sort of building with such structures will still exist for a considerable long time.The fortification target with three levels of aseismic behavior for this sort of building can be realized so long as aseismic codes are implemented strictly in the design of the building with rational structural layout and the effective aseismic measures being taken for its key positions.
- bottom frame-aseismic wall building,
- structural arrangement,
- key points of design