| 钢筋混凝土框架柱侧向变形能力的研究 |
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| 引用本文： | 熊朝晖,潘德恩.钢筋混凝土框架柱侧向变形能力的研究[J].地震工程与工程振动,2001,21(2):103-108. |
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| 作者姓名： | 熊朝晖 潘德恩 |
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| 作者单位： | 1. 香港大学土木工程系,中国香港,中国地震局工程力学研究所,
2. 香港大学土木工程系,中国香港 |
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| 基金项目： | 香港RGC资助（编号：HKU532／96E） |
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| 摘 要： | 本文介绍了8根钢筋混凝土柱的往复荷载试验、并且与理论计算结果进行了对比，另外，通过对收集到的103根钢筋混凝土框架柱试验的数据分析。，峄影响柱位移角的因素进行了讨论，最后提出了钢筋混凝土柱位移角以及为满足变形能力要求所需箍筋量的估算方法。
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| 关 键 词： | 钢筋混凝土框架柱 往复荷载试验 位移角 箍筋量 柱侧移 延性比 震害 |
| 文章编号： | 1000-1301(2001)02-0103-06 |
Study on lateral deformability of reinforced concrete frame columns |
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| XIONG Zhao -hui,PAN De-en.Study on lateral deformability of reinforced concrete frame columns[J].Earthquake Engineering and Engineering Vibration,2001,21(2):103-108. |
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| Authors: | XIONG Zhao -hui PAN De-en |
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| Abstract: | Eight column specimens,with nominally identical geometric and material properties,were tested under combined axial and cyclic flexural loading. Fiexural deformation was calculated based on existing analytical methods.Totally 103 results of similar column test were collected to analyze the factors influencing column deformability.A transverse reinforcement design method, which takes into account the influence of the axial load ratio, geometric and material properties, configuration,. and the column drift capacity, is proposed. |
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| Keywords: | R C columns cyclic loading deformability transverse reinforcement design drift |
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