| 带摩阻装置钢筋砼低剪力墙极限承载力分析 |
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| 引用本文： | 李爱群,曹征良.带摩阻装置钢筋砼低剪力墙极限承载力分析[J].东南大学学报(自然科学版),1994,24(3):70-74. |
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| 作者姓名： | 李爱群 曹征良 |
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| 作者单位： | 东南大学土木工程系 |
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| 摘 要： | 本文以带摩阻控制装置钢筋混凝土新型低剪力墙的试验研究为基础，从基本假定出发，通过边框，墙板及其控制力的受力分析，建立了这类新型低剪力墙极限承载力的计算公式。实例的计算值与实测值符合较好。
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| 关 键 词： | 钢筋混凝土 剪力墙 极限承载力 |
Analysis of Ultimate Carrying Capacity Concrete LoW-Rise Shear Walls With Control Devices |
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| Li Aiqun, Cao Zhengliang, Ding Dajun.Analysis of Ultimate Carrying Capacity Concrete LoW-Rise Shear Walls With Control Devices[J].Journal of Southeast University(Natural Science Edition),1994,24(3):70-74. |
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| Authors: | Li Aiqun Cao Zhengliang Ding Dajun |
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| Abstract: | Based on experimental researches and some basic assumptions of reinforced concrete low-rise shear walls with friction damp cuntrol devices,analysis of boundary frame,wall-slabs and their controlling forces had been carried out.The formulae of ultimate carrying capacity of the new low-rise shear wall were derived.The calcu lating values given by the formulae show a good asreement with test values. |
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| Keywords: | contrul device reinforced concrete low-rise shear wall ultimate carrying capacity |
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