联肢生态复合墙体抗震性能及受剪承载力研究

杨雪姣; 黄炜; 侯莉娜; 穆林; 张荫

doi:10.13204/j.gyjz201208006

联肢生态复合墙体抗震性能及受剪承载力研究

doi: 10.13204/j.gyjz201208006

1.
西安建筑科技大学西安 710055

基金项目:

国家自然科学基金项目(50908188、51178385);国家十二五科技支撑项目(20012BAJ16B02);陕西省教育厅自然科学专项基金项目(11JK0940、2010JK622、12JK0908);陕西省重点学科建设专项资金资助项目(E01001、E01003);国家973计划资助项目(2012CB723302);长江学者和创新团队计划资助

详细信息

作者简介:
杨雪姣，女，1987年出生，硕士。E-mail:jxyang1234@126.com

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- 被引次数: 0
出版历程
- 收稿日期: 2012-02-24
- 刊出日期: 2012-08-20

RESEARCHING ON SEISMIC PERFORMANCES AND CAPACITY OF RESISTING SHEAR OF THE UNITED LIMB ECO-COMPOSITE WALL

1.
Xi'an Univ.of Arch.&Tech.,Xi'an 710055,China

摘要

摘要: 通过1/2比例双榀联肢生态复合墙体(ECW-6)在水平低周反复荷载作用下的试验研究,分析墙体的破坏形态、破坏过程;研究墙体的承载能力、延性、变形、耗能等抗震性能;针对不同单因素变化对联肢生态复合墙体斜截面受剪承载力的影响,建立墙体的非线性有限元模型进行分析。试验结果及理论分析表明:联肢生态复合墙体与标准墙体相比具有良好的抗震性能。具体表现为,承载能力、变形以及延性均有所提高,并有较好耗能和抗倒塌能力。根据墙体斜截面受剪承载力影响因素分析,提出适用于联肢生态复合墙结构的斜截面受剪承载力计算公式,给出公式的适用范围。能够较好地反映结构的真实受力性能,在实际工程应用中有一定的适用性。
- 生态复合墙体 /
- 低周反复荷载 /
- 抗震性能 /
- 受剪承载力
Abstract: By researching on the test of a 1/2-scaled model of the united limb eco-composite wall under lowfrequency cyclic loading, the failure pattern, failure process of the wall were analyzed and the aseismatic capacity ofthe bearing capacity, ductility, deformation and energy dissipation was researched．A non-linear finite element modelof the wall was set up in allusion to the inclined section shear capacity of united limb eco-composite wall, with whichan analysis of different single-factor changes was done．Experimental results and theoretical research show that incontrast with single wall, the united limb eco-composite wall has better seismic performance．The specificperformance is that bearing capacity, deformation and ductility of the wall are increased, and it has a better energydissipation and anti-collapse capacity．According to the analysis of the oblique section bearing capacity factors, it wasput forward the equation of oblique section ultimate bearing capacity of the united limb eco-composite wall, and thescope of application of the formula was also given．The structural performance under load would be better factuallyreflected．It can be applied to practical projects．
- eco-composite united limb wall /
- seismic performances /
- nonlinear finite element analysis /
- capacity of resisting shear

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参考文献(12)

[2] 孟宏睿.生态轻质水泥基墙体材料性能及密肋复合墙体弹塑性分析模型研究[D].西安:西安建筑科技大学,2007.

姚谦峰,陈平,张荫,等.密肋壁板轻框结构节能体系研究[J].工业建筑,2003,33(1):1-5.

[3] Xie Yongqun,Yang Wenbin.Dimensional Stability of Ultra-Low-Density Plant Fiber Materials During Drying Process[J].Journalof Beijing Forestry University,2008,30:124～127.

[4] 廖小锋,姚谦峰,何明胜,等.钢骨外框密肋复合墙体延性的非线性数值分析[J].建筑结构学报,2008(S1):32-35.

[5] Hsuan-Teh Hu,Fu-Ming Lin.Nonlinear Finite Element Analysisof Reinforced Concrete Beams Strengthened by Fiber-ReinforcedPlastics[J].Composite Structures,2004(63):271-281.

[6] Gopalaratnam V S,Shah SP,Batson G B,et al.FractureToughness of Fiber Reinforced Concrete[J].ACI Mater J,1991,88(4):39-53.

[7] Alemdar Bayraktar.Experimental and Finite Elementanalysis onthe Steel Fiber-Reinforced Concrete(SFRC)Beams UltimateBehavior[J].Construction and Building Materials,2009(23):1064-1077.

[8] 彭飞,程文瀼,傅玉良,等.短肢剪力墙洞口宽度限值的研究及短肢剪力墙结构的定义[J].工业建筑,2006,36(3):41-43.

[9] 周林聪,陈龙珠.连梁破坏模式与安全状态的简化判断[J].工业建筑,2006,36(3):38-40.

[10] 陈云涛,吕西林.联肢剪力墙抗震性能研究、试验和理论分析[J].建筑结构学报,2003,24(4):25-34.

[11] 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.

[12] 黄炜,姚谦峰,赵冬,等.加外框密肋复合墙板抗震性能研究[J],工业建筑,2003,33(1):6-9.

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