SHOCK ISOLATION DESIGN OF FOUNDATION FOR A BRICK MASONRY RESIDENCE BUILDING

Chen Huaming; Liu Weiqing; Sun Xuemei

doi:10.13204/j.gyjz200411026

Volume 34 Issue 11

Dec. 2014

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Chen Huaming, Liu Weiqing, Sun Xuemei. SHOCK ISOLATION DESIGN OF FOUNDATION FOR A BRICK MASONRY RESIDENCE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(11): 94-96. doi: 10.13204/j.gyjz200411026

Citation:

Chen Huaming, Liu Weiqing, Sun Xuemei. SHOCK ISOLATION DESIGN OF FOUNDATION FOR A BRICK MASONRY RESIDENCE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(11): 94-96. doi: 10.13204/j.gyjz200411026

Chen Huaming, Liu Weiqing, Sun Xuemei. SHOCK ISOLATION DESIGN OF FOUNDATION FOR A BRICK MASONRY RESIDENCE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(11): 94-96. doi: 10.13204/j.gyjz200411026

Citation:

Chen Huaming, Liu Weiqing, Sun Xuemei. SHOCK ISOLATION DESIGN OF FOUNDATION FOR A BRICK MASONRY RESIDENCE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(11): 94-96. doi: 10.13204/j.gyjz200411026

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SHOCK ISOLATION DESIGN OF FOUNDATION FOR A BRICK MASONRY RESIDENCE BUILDING

doi: 10.13204/j.gyjz200411026

1.
1. College of Civil Engineering ,Tongji University Shanghai 200092;
2.
2. Nanjing University of Technology Nanjing 210009;
3.
3. Seismic Office of Jiangsu Province Nanjing 210000

Received Date: 2004-06-12
Publish Date: 2004-11-20

Abstract

Abstract

The shock isolation design of the foundation for a brick masonry residence building in Liyang is conducted.The aseismic behavior of the isolated building under earthquakcs is studied with time history analysis method.The calculation results show that the isolated building keeps elastic state under seldom occurred carthquakes and has excellent aseismic behavior.
- brick masonry structure,
- shock isolation of foundation,
- time history