| 钢筋混凝土剪力墙连梁的受剪特性 |
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| 引用本文： | 傅其信,罗穆新.钢筋混凝土剪力墙连梁的受剪特性[J].华南理工大学学报(自然科学版),1993,21(3):10-16. |
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| 作者姓名： | 傅其信 罗穆新 |
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| 作者单位： | 华南理工大学建筑工程系，惠州市建筑设计院 |
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| 摘 要： | 本文应用 Modificd Compression-Field Theory 和三组基本方程(平衡方程,相容方程,本构方程)对钢筋混凝土剪力墙连梁的受剪特性进行了研究。从理论上推导出跨高比小于2. 5的剪力墙连梁受剪承载力的计算公式,并给出了公式的适用条件。为完善规范提供了理论依据。
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| 关 键 词： | 剪切强度 剪力墙 钢筋混凝土 连梁 |
SHEAR BEHAVIOR OF REINFORCED CONCRETE COUPLING BEAM IN SHEAR WALLS |
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| Fu Qixin Luo Muxin.SHEAR BEHAVIOR OF REINFORCED CONCRETE COUPLING BEAM IN SHEAR WALLS[J].Journal of South China University of Technology(Natural Science Edition),1993,21(3):10-16. |
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| Authors: | Fu Qixin Luo Muxin |
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| Abstract: | The Shear Behavior of R.C.Coupling beam in shear walls is investigated
wifh Modified Compression-Field Theory and three groups of basic equations(equilibri-
um conditions,compat(?)ility conditions and stress-strain relations).A calculated e-
quation of ultimate shear strength for coupling beam of span to height ratio less than
2. 5 in shear wall is conducted and the suitable condition for this equation is also given.
This paper provides the theoretical basis for the revisions of code. |
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| Keywords: | shear strength shear walls reinforced concrete structural design/coupling beam |
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