| 转换层刚接和铰接对结构抗震性能的影响 |
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| 引用本文： | 韩芳,钟冬望,汪君.转换层刚接和铰接对结构抗震性能的影响[J].武汉冶金科技大学学报,2011(4):313-316. |
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| 作者姓名： | 韩芳 钟冬望 汪君 |
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| 作者单位： | [1]武汉科技大学理学院,湖北武汉430065 [2]武汉科技大学冶金工业过程系统科学湖北省重点实验室,湖北武汉430081 [3]中南勘察设计院有限公司,湖北武汉430071 |
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| 基金项目： | 湖北省教育厅基金资助项目（B20101102）; 武汉科技大学校基金资助项目（2009xz20） |
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| 摘 要： | 对某制氢化工厂厂房转换层进行刚接和铰接工况下的地震反应谱对比分析。结果表明,转换层分别采用铰接和刚接方案时,结构的动力特性规律基本一致,但铰接比刚接的刚度略低,使得结构的基本周期变长,抗震性能略微下降;铰接方案对转换层位移影响较大,该方案使转换层及底层混凝土柱子的剪力和弯矩减小,部分柱子轴力略有提高,改善了其受力性能。
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| 关 键 词： | 钢-混凝土 转换层 刚接 铰接 |
Aseismic analysis of transfer floor with rigid and pinned joints |
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| Authors: | Han Fang Zhong Dongwang Wang Jun |
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| Affiliation: | 1.College of Science,Wuhan University of Science and Technology,Wuhan 430065,China; 2.Hubei Province Key Laboratory of Systems Science in Metallurgical Process,Wuhan University of Science and Technology,Wuhan 430081,China;3.Central Southern Geotechnical Design Institute Co.Ltd.Wuhan 430071,China) |
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| Abstract: | Seismic spectrum research was carried out of the transfer floor in a certain hydrogen chemical plant with rigid joints and pinned joints.The results show that,when rigid joints and pinned joints are used,respectively,the structure has the same dynamic properties yet its rigidity is a bit smaller with the use of rigid joints,which results in the longer fundamental period and poorer aseismatic performance of the structure.It is also found that pinned joints has a great influence on the displacement of the transfer floor,reducing the shearing force and bending moment of the transfer floor and the ground floor concrete pillars,raising the axial force of some pillars,and improving their mechanical performance. |
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| Keywords: | steel concrete structure transfer floor rigid joint pinned joint |
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