ANALYSES OF MECHANICAL BEHAVIORS OF COMBINATIONAL MULTI-RIBBED COMPOSITE WALL

Yao Qianfeng; Yu Xiaofeng; Zhang yin

doi:10.13204/j.gyjz200904016

Volume 39 Issue 4

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(4): 67-71

Yao Qianfeng, Yu Xiaofeng, Zhang yin. ANALYSES OF MECHANICAL BEHAVIORS OF COMBINATIONAL MULTI-RIBBED COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 67-71. doi: 10.13204/j.gyjz200904016

Citation:

Yao Qianfeng, Yu Xiaofeng, Zhang yin. ANALYSES OF MECHANICAL BEHAVIORS OF COMBINATIONAL MULTI-RIBBED COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 67-71. doi: 10.13204/j.gyjz200904016

Yao Qianfeng, Yu Xiaofeng, Zhang yin. ANALYSES OF MECHANICAL BEHAVIORS OF COMBINATIONAL MULTI-RIBBED COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 67-71. doi: 10.13204/j.gyjz200904016

Citation:

Yao Qianfeng, Yu Xiaofeng, Zhang yin. ANALYSES OF MECHANICAL BEHAVIORS OF COMBINATIONAL MULTI-RIBBED COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 67-71. doi: 10.13204/j.gyjz200904016

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ANALYSES OF MECHANICAL BEHAVIORS OF COMBINATIONAL MULTI-RIBBED COMPOSITE WALL

doi: 10.13204/j.gyjz200904016

1.
Institute of Civil Engineering,Xi’an University of Architecture &Technology,Xi’an 710055,China

Received Date: 2008-03-26
Publish Date: 2009-04-20

Abstract

Abstract

Based on the previous studies on the subject and by researching on the test of a 1/2-scaled combinational multi-ribbed composite wall under low-cyclic reversed horizontal load in contrast with a standard wall,we are devoted to fulfilling the following points on the combinational wall in this paper: studying the main failure patterns;discussing the mechanical behaviors such as bearing capacity,hysteretic loop and so on,finally giving the formulas of rigidity and shear-bearing capacity.Experiment and theoretic research show: that the value of the shear-bearing capacity formula approximates to the experimental result,and can be applied to practical projects.
- combinational multi-ribbed composite wall,
- low-cyclic reversed horizontal experiment,
- rigidity,
- formula of shear-bearingcapacity

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References(4)

References

西安建筑科技大学建筑工程新技术研究所.密肋壁板轻型框架结构理论与应用研究[C].2000;

[2] 田英侠.密肋复合墙板受力性能试验研究与理论分析[D].西安:西安建筑科技大学,2002:41-53;

[3] 黄炜,姚谦峰,章宇明,等.内填砌体的密肋复合墙体极限承载力计算[J].土木工程学报,2006(3):68-75;

[4] 黄炜,姚谦峰,丁永刚,等.新型复合墙体的有限元建模技术研究[J].工业建筑,2005,35(11):43-46.

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