Zhang Bingquan, Lin Yongpeng, Zhai Ximei. CALCULATION AND ANALYSIS OF BEARING CAPACITY OF REINFORCED CONCRETE MASONRY COLUMNS UNDER ECCENTRIC COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(9): 42-44. doi: 10.13204/j.gyjz200809013
Citation:
Zhang Bingquan, Lin Yongpeng, Zhai Ximei. CALCULATION AND ANALYSIS OF BEARING CAPACITY OF REINFORCED CONCRETE MASONRY COLUMNS UNDER ECCENTRIC COMPRESSION[J]. INDUSTRIAL CONSTRUCTION , 2008, 38(9): 42-44. doi: 10.13204/j.gyjz200809013
Zhang Bingquan, Lin Yongpeng, Zhai Ximei. CALCULATION AND ANALYSIS OF BEARING CAPACITY OF REINFORCED CONCRETE MASONRY COLUMNS UNDER ECCENTRIC COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(9): 42-44. doi: 10.13204/j.gyjz200809013
Citation:
Zhang Bingquan, Lin Yongpeng, Zhai Ximei. CALCULATION AND ANALYSIS OF BEARING CAPACITY OF REINFORCED CONCRETE MASONRY COLUMNS UNDER ECCENTRIC COMPRESSION[J]. INDUSTRIAL CONSTRUCTION , 2008, 38(9): 42-44. doi: 10.13204/j.gyjz200809013
CALCULATION AND ANALYSIS OF BEARING CAPACITY OF REINFORCED CONCRETE MASONRY COLUMNS UNDER ECCENTRIC COMPRESSION
1.
1. MMI Planning &Engineering Institute IX Changchun 130011;
2.
2. School of Civil Engineering,Harbin Institute of Technology Harbin 150090
Received Date: 2008-04-10Publish Date:
2008-09-20
Abstract
The formula to calculate the capacity of the reinforced concrete masonry columns under eccentric compression is got based on steel concrete structure theory and the test results by the authors.The formula agrees with that of concrete members under eccentric compression,but the expression in masonry structure is used by taking account of the effect of longitudinal deflection on the capacities,which is modified by the results of ANSYS analysis results.
References
[2] CB 50010-2002 混凝土结构设计规范
张丙全.配筋砌块砌体柱偏心受压承载力的试验研究:[硕士学位论文].哈尔滨:哈尔滨工业大学,2006:1-54
[3] GB 50003-2001 砌体结构设计规范
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