现砌加强肋生态复合墙体斜截面抗剪承载力研究

张文斌; 张程华; 黄炜; 徐秦; 陈海燕

doi:10.13204/j.gyjz201208007

现砌加强肋生态复合墙体斜截面抗剪承载力研究

doi: 10.13204/j.gyjz201208007

1.
1 西北工业大学西安 710072;
2.
2 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、51078028);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:
张文斌，男，1965年出生，工程师。E-mail:zch-0819@163.com

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- 文章访问数: 117
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- 被引次数: 0
出版历程
- 收稿日期: 2012-04-17
- 刊出日期: 2012-08-20

SHEAR BEARING CAPACITY OF DIAGONAL SECTION ANALYSIS OF SITE WALLING STIFFENING RIB ECOLOGICAL COMPOSITE WALL

1.
1. Northwestern Polytechnical University,Xi'an 710072,China;
2.
2. Xi'an Univ.of Arch.&Tech.,Xi'an 710055,China

摘要

摘要: 为了便于生态复合墙体的进一步推广,提出现砌加强肋生态复合墙体,并对该复合墙体抗剪承载力计算进行研究。首先对1/2比例现砌加强肋生态复合墙体进行低周反复荷载试验,分析了试件的抗剪试验结果;在试验研究的基础上,分析了影响现砌加强肋生态复合墙体斜截面抗剪能力的主要因素,结合已有抗震墙体相关资料,提出砌加强肋生态复合墙体抗剪承载力的通用计算公式,并给出了公式的适用条件。计算结果与试验结果的对比表明:理论推导所得的复合墙体斜截面受剪承载力计算公式,具有一定的精度,且概念非常明确,能够满足实际工程设计的需要。
- 现砌加强肋生态复合墙体 /
- 试验研究 /
- 抗剪承载力
Abstract: In order to facilitate further promotion of the ecological composite wall, it was proposed a site walling ribecological composite wall, and research on the shear capacity calculation was done．The test of an ecological energysaving composite wall with 1/2scale under low-frequency cyclic loading was carriedout, and the test results wereanalyzed．It was analysed the main influencing factors of the shear strength of diagonal section of the now buildingstiffening rib ecological composite wall based on the experimental study．The general formula for the calculation of theshear capacityof the now building stiffening rib ecological composite wall was proposed based on related information, and applicable conditions of the formula were presented．By comparison between numerical simulation and test result, the calculation formula of shear bearing capacity of diagonal section of the composite wall was deduced, which couldbe used to guide practical engineering with relatively high precision and very clear concept．
- site walling stiffening ribs ecological composite wall /
- experimental study /
- shear bearing capacity

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参考文献(7)

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