DISCUSSION ON SCHEMES OF CONCRETE SMALL-SIZE HOLLOW BLOCK CORE COLUMN AND CONSTRUCTIONAL COLUMN IN SEISMIC REGIONS OF INTENSITY 8

Guo Jun-jie; Zhang Hui-ying

doi:10.13204/j.gyjz200604013

Volume 36 Issue 4

Dec. 2014

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Guo Jun-jie, Zhang Hui-ying. DISCUSSION ON SCHEMES OF CONCRETE SMALL-SIZE HOLLOW BLOCK CORE COLUMN AND CONSTRUCTIONAL COLUMN IN SEISMIC REGIONS OF INTENSITY 8[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 43-45,29. doi: 10.13204/j.gyjz200604013

Citation:

Guo Jun-jie, Zhang Hui-ying. DISCUSSION ON SCHEMES OF CONCRETE SMALL-SIZE HOLLOW BLOCK CORE COLUMN AND CONSTRUCTIONAL COLUMN IN SEISMIC REGIONS OF INTENSITY 8[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 43-45,29. doi: 10.13204/j.gyjz200604013

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DISCUSSION ON SCHEMES OF CONCRETE SMALL-SIZE HOLLOW BLOCK CORE COLUMN AND CONSTRUCTIONAL COLUMN IN SEISMIC REGIONS OF INTENSITY 8

doi: 10.13204/j.gyjz200604013

1.
Dept.of Civil Engineering,Tsinghua University Beijing 100084

Received Date: 2005-12-20
Publish Date: 2006-04-20

Abstract

Abstract

Three schemes of core column,constructional column and constructional column combined with core column are applied to a 12-storeyed concrete small-size hollow block building in seismic regions of intensity 8,and each structure is computed,According to comparing and analyzing corresponding 6~(th)～11~(th) floor masonry building,the applicable bound of different structural designs is discussed,and some advices on core column and constructional column designs of using concrete small-size hollow blocks in seismic regions of intensity 8 are pointed out.
- hollow block,
- core column,
- constructional column