| 混凝土板墙加固后墙片与剪力墙性能的对比研究 |
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| 引用本文： | 黄世敏,姚秋来,康艳博.混凝土板墙加固后墙片与剪力墙性能的对比研究[J].防灾减灾工程学报,2011,31(5):567-571. |
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| 作者姓名： | 黄世敏 姚秋来 康艳博 |
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| 作者单位： | 中国建筑科学研究院工程抗震研究所,北京,100013 |
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| 基金项目： | “十一五”国家科技支撑计划项目(2006BAJ03A03)资助 |
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| 摘 要： | 首先通过3个墙片的水平低周反复伪动力试验,对比研究了混凝土板墙加固后墙片与剪力墙的承载力、耗能能力等各项抗震性能.由于试验条件的限制,试验仅对比研究了120 mm混凝土剪力墙与双面60 mm混凝土板墙加固后墙片的抗震性能.在试验基础上,利用有限元软件建立合理的计算模型,将计算结果与试验结果进行了对比分析；利用该计算模型...
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| 关 键 词： | 砌体加固 混凝土板墙 水平低周反复试验 有限元分析 |
Comparative Study on Brick Wall Strengthened with Concrete Splint and Shear Wall |
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| HUANG Shi-min,YAO Qiu-lai,KANG Yan-bo.Comparative Study on Brick Wall Strengthened with Concrete Splint and Shear Wall[J].Journal of Disaster Prevent and Mitigation Eng,2011,31(5):567-571. |
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| Authors: | HUANG Shi-min YAO Qiu-lai KANG Yan-bo |
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| Institution: | HUANG Shi-min,YAO Qiu-lai,KANG Yan-bo(Institute of Earthquake Engineering,China Academy of Building Research,Beijing 100013,China) |
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| Abstract: | Through a series of low-cycle repeated loads experiments,the paper does comparative studies on the seismic behavior of concrete shear wall and brick wall strengthened with concrete splint firstly.Because of the limitations of experiment,the study focuses on the 120 mm shear wall and brick wall with double 60 mm concrete splint.On the basis of the experimental study,we use the finite element software to establish a rational model.And then we use the models of the walls to expand the calculation about the wal... |
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| Keywords: | masonry structural concrete splint low-cycle repeated loads experiments finite element analysis |
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