| 带构造柱混凝土砌块墙体受压承载力有限元分析 |
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| 引用本文： | 李启鑫,翟希梅,唐岱新. 带构造柱混凝土砌块墙体受压承载力有限元分析[J]. 建筑结构, 2006, 36(3) |
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| 作者姓名： | 李启鑫 翟希梅 唐岱新 |
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| 作者单位： | 哈尔滨工业大学土木工程学院,150090;哈尔滨工业大学土木工程学院,150090;哈尔滨工业大学土木工程学院,150090 |
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| 摘 要： | 利用ANSYS软件,对构造柱与混凝土砌块组合墙体进行竖向均布荷载作用下的受力性能非线性有限元分析,研究了不同因素如构造柱间距、纵向钢筋配筋率、层高及砌体弹性模量等,对构造柱荷载分配系数与组合墙体承载力的影响,提出了设置构造柱砌块组合墙的受压承载力计算公式。
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| 关 键 词： | 混凝土空心砌块 构造柱 组合墙体 受压承载力 |
Analysis of Carrying Capacity of Concrete Block Composite Wall with Structural Columns by Finite Element Method |
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| Li Qixin,Zhai Ximei,Tang Daixin. Analysis of Carrying Capacity of Concrete Block Composite Wall with Structural Columns by Finite Element Method[J]. Building Structure, 2006, 36(3) |
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| Authors: | Li Qixin Zhai Ximei Tang Daixin |
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| Abstract: | The general FEA program ANSYS is used to analyze bearing capacity of concrete block composite wall with structural columns under the vertical load distributed equally.The influences of structural column's space, reinforcement ratio in column,story height and elasticity modulus of masonry on load distribution and load bearing capacity of composite wall are discussed,and the formulas of compressive capacity of concrete block composite wall with structural columns are proposed. |
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| Keywords: | concrete small hollow block structural column composite wall compressive bearing capacity |
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