ULTIMATE CAPACITY ANALYSIS OF ECO-COMPOSITE WALL

Zhao Dong; Zhang Chenghua; Huang Wei; Zhang Wenyin

doi:10.13204/j.gyjz201211013

Volume 42 Issue 11

Dec. 2014

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Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(11): 56-59

Zhao Dong, Zhang Chenghua, Huang Wei, Zhang Wenyin. ULTIMATE CAPACITY ANALYSIS OF ECO-COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 56-59. doi: 10.13204/j.gyjz201211013

Citation:

Zhao Dong, Zhang Chenghua, Huang Wei, Zhang Wenyin. ULTIMATE CAPACITY ANALYSIS OF ECO-COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 56-59. doi: 10.13204/j.gyjz201211013

Zhao Dong, Zhang Chenghua, Huang Wei, Zhang Wenyin. ULTIMATE CAPACITY ANALYSIS OF ECO-COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 56-59. doi: 10.13204/j.gyjz201211013

Citation:

Zhao Dong, Zhang Chenghua, Huang Wei, Zhang Wenyin. ULTIMATE CAPACITY ANALYSIS OF ECO-COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 56-59. doi: 10.13204/j.gyjz201211013

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ULTIMATE CAPACITY ANALYSIS OF ECO-COMPOSITE WALL

doi: 10.13204/j.gyjz201211013

1.
1. Xi'an Univ.of Arch.&Tech.,Xi'an 710055,China;
2.
2. Financial Department of Shaanxi Province,Xi'an 710002,China

Rev Recd Date: 2011-05-12
Publish Date: 2012-11-20

Abstract

Abstract

Eco-composite wall acting as the main bearing member of an eco-composite wall structure is consisted of concealed frame and eco-composite slab．The ultimate capacity analysis of eco-composite wall is the main contents of the analysis of the structural ultimate bearing capacity and seismic performance evaluation．According to the mechanical behavior and failure process of the wall,shear resistant mechanism of eco-composite wall under limit state of bearing capacity was proposed．The calculating equations for ultimate strength were provided from shear resistant mechanism and equilibrium conditions,and at the same time it was analyzed the ultimate bearing capacity of the preliminary research walls．Theoretical researches and experimental analysis show that the model can better reflect the ultimate strength properties of the ecological composite wall,can be applied to check the ultimate strength under different load conditions of the ecological composite wall．
- eco-composite wall,
- ultimate bearing capacity,
- shear resistant mechanism

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References(13)

References

[2] 陈国新，黄炜，姚谦峰，等.基于统一强度理论的生态复合墙体等效斜压杆宽度计算[J].工程力学，2010，27(2): 90-95.

黄炜，张程华，姚谦峰，等.密肋壁板结构简化计算模型对比分析[J].振动与冲击，2009，28(7): 187-191.

[3] 孙静，姚谦峰.密肋复合墙体复合材料等效弹性板模型研究[J].大连理工大学学报，2009，49(3): 427-431.

[4] 季静，韩小雷，郑宜，等.基于能力设计原理的双肢剪力墙极限承载力研究[J].地震工程与工程振动，2006，26(4): 114 －120.

[5] 陈国栋，郭彦林.十字加劲钢板剪力墙的抗剪极限承载力[J].建筑结构学报，2004，25(1): 71-78.

[6] 黄双华，黄雄军.劲性混凝土带边框低剪力墙极限承载力的计算[J].西南交通大学学报，2001，36(4): 360-364.

[7] 姚谦峰，黄炜，田洁，等.密肋复合墙体受力机理及抗震性能试验研究[J].建筑结构学报，2004，25(6): 67-74.

[8] Makoto Mochizuki，Norikazu Onozato，Masao Takehara，et al．Analytical Accuracy of Maximum Strengths of Reinforced Concrete Framed Shear Walls by Macroscopic Models [J].Concrete Research and Technology，JCI，2003，14(2): 11-21.

[9] 张大长，陈怀亮，卢中强.基于抗剪抵抗机构的无开洞RC 剪力墙的极限承载力分析模型的探讨[J].工程力学，2007(7):142－147.

[10] 张大长，陈怀亮，卢中强.基于抗剪抵抗机构的RC 开洞剪力墙极限承载力分析[J].土木工程学报，2008，41(11): 44-49．黄炜，姚谦峰，章宇明，等.内填砌块的密肋复合墙体极限承载力计算[J].土木工程学报，2006，39(3):68－75.

[11] Salonikios T N，Kappos A J，Tegos I A.Cyclic Loadbehavior of Low-Slenderness Reinforced Concrete walls: Failure Modes．Strength and Deformation Analysis，and Design Implication[J].ACI Structure Journal，2000，97(1): 132-141.

[12] Christian Greifenhagen，Pierino Lestuzzi.Static Cyclic Tests on Lightly Reinforced Concrete Shear Walls [J].Engineering Structures，2005，27(11): 1703－1712.

[13] Salonikios T N，Kappos A J，Tegos I A.Cyclic Load Behavior of Low-Slenderness Reinforced Concrete Walls: Design Basis and Test Results[J].ACI Structure Journal，1999，96(4): 649－660．

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