| 填充墙框架结构力学性能的试验研究 |
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| 引用本文： | 郭剑,张福明. 填充墙框架结构力学性能的试验研究[J]. 山西建筑, 2009, 35(6): 74-75 |
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| 作者姓名： | 郭剑 张福明 |
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| 作者单位： | 1. 攀枝花学院土木工程学院,四川,攀枝花,617000
2. 攀枝花攀钢集团设计研究院有限公司,四川,攀枝花,617000 |
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| 摘 要： | 为了探讨填充墙钢筋混凝土框架结构的力学性能，对三个三层单跨试件进行了试验研究，通过对试验数据的整理，分析了试件裂缝开展情况及其破坏形式，得出填充墙框架结构的破坏形式主要表现为开洞率小时的弯曲破坏和开洞率大时的剪弯破坏。
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| 关 键 词： | 试验研究 填充墙框架结构 力学性能 破坏形式 |
The experimental study on the mechanic properties of the frame wall structure filled with masonry |
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| GUO Jian,ZHANG Fu-ming. The experimental study on the mechanic properties of the frame wall structure filled with masonry[J]. Shanxi Architecture, 2009, 35(6): 74-75 |
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| Authors: | GUO Jian ZHANG Fu-ming |
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| Affiliation: | GUO Jian ZHANG Fu-ming |
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| Abstract: | In order to discuss the mechanic properties of the reinforced concrete frame wall structure filled with masonry,three triple single samples were experimental studied.Through arranging the experimental data,the sample crack divergence situation and damage form were analyzed,it concluded that the damage form of the frame wall structure filled with masonry mainly represented flexible failure in small punch ration and shear-bending failure in large punch ration. |
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| Keywords: | experimental research frame wall structure filled with masonry mechanic properties damage form |
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