| 钢筋混凝土框架梁在低速冲击荷载作用下动力响应分析 |
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| 引用本文： | 邱兆国,徐建新,苏幼坡.钢筋混凝土框架梁在低速冲击荷载作用下动力响应分析[J].河北理工学院学报,2008(3). |
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| 作者姓名： | 邱兆国 徐建新 苏幼坡 |
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| 作者单位： | 河北理工大学建筑工程学院; |
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| 摘 要： | 以6层钢筋混凝土框架结构办公楼除掉边跨底层中柱为实例,采用建筑抗震设计规范(GB50011-2001)和混凝土结构设计规范(GB50010-2002),用结构设计软件(PK)计算结构的配筋,并从中取出模型粱进行了线性与非线性的动力响应分析,提出了合理的动力响应系数。
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| 关 键 词： | 抗震设计 非线性 动力响应系数 |
Analysis of Dynamics of the Reinforced Concrete Frame Beam under Low-Speed Impulse Loads |
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| QIU Zhao-guo XU Jian-xin SU You-po.Analysis of Dynamics of the Reinforced Concrete Frame Beam under Low-Speed Impulse Loads[J].Journal of Hebei Institute of Technology,2008(3). |
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| Authors: | QIU Zhao-guo XU Jian-xin SU You-po |
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| Institution: | QIU Zhao-guo XU Jian-xin SU You-po (College of Civil , Architectural Engineering,Hebei Polytechnic University,Tangshan Hebei 063009,China) |
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| Abstract: | In this paper,a six-story RC frame office building was removed form the mid pillar.It was performed based on seismic design and concrete criterion.The RC frame beam was disposal of reinforcing steel bar by PK and carried through linear and non-linear analysis of dynamical respond,put forward rational coefficient of dynamical respond. |
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| Keywords: | seismic design non-linear coefficient of dynamical respond |
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