| 短肢剪力墙墙肢轴压比限值研究 |
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| 引用本文： | 李晓蕾,李青宁,张品乐.短肢剪力墙墙肢轴压比限值研究[J].工业建筑,2011,41(3):73-75,120. |
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| 作者姓名： | 李晓蕾 李青宁 张品乐 |
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| 作者单位： | 西安建筑科技大学土木工程学院,西安,710055 |
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| 摘 要： | 基于界限破坏时的内力平衡条件,详细推导了L形钢混凝土短肢剪力墙轴压比限值的理论计算公式,对工程中较优截面,按照规范规定配筋率等进行计算,对现行规范中关于短肢剪力墙的轴压比限值提出了建议,并以此类推,对其T形截面,一字形截面给出轴压比限值建议值.
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| 关 键 词： | 短肢剪力墙 轴压比值 界限破坏 |
REASERCH ON AXIAL COMPRESSION RATIO OF SHORT-LIMB SHEAR WALLS |
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| Li Xiaolei,Li Qingning,Zhang Pinle.REASERCH ON AXIAL COMPRESSION RATIO OF SHORT-LIMB SHEAR WALLS[J].Industrial Construction,2011,41(3):73-75,120. |
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| Authors: | Li Xiaolei Li Qingning Zhang Pinle |
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| Affiliation: | Li Xiaolei Li Qingning Zhang Pinle(School of Civil Engineering,Xi’an University of Architecture and Technology,Xi’an 710055,China) |
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| Abstract: | Based on the limits of the internal forces destroyed the equilibrium condition,it is derived theoretic formula of axial compression ratio of L-shaped steel-concrete short-limb shear wall.The optimum cross-section of the project is calculated according to the specified reinforcement ratio etc in codes;it is also recommended the axial compression ratio limib in the current code for short-limb shear wall,T-shaped and I-shaped short-limb shear walls. |
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| Keywords: | short-limb shear wall axial compression ratio boundary damage |
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