| 高层建筑弹塑性地震反应分析的状态递归法 |
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| 引用本文： | 李延和,丁一平,薛祖卫.高层建筑弹塑性地震反应分析的状态递归法[J].防灾减灾工程学报,1995(2). |
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| 作者姓名： | 李延和 丁一平 薛祖卫 |
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| 作者单位： | 江苏省建筑科学研究院，江苏省建筑科学研究院，东南大学 南京 210008，南京 210008，南京 210018 |
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| 摘 要： | 本文将状态递归法与Newmark-β法和Wilson-θ法结合用于高层建筑非线性地震反应分析,给出了时程分析的状态递归方程及求解方法。 算例表明本文方法具有节省计算机内存、计算效率高、计算结果可靠等优点,是一种便于使用微型计算机解算高层建筑非线性地震反应分析的方法。
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| 关 键 词： | 地震反应分析 抗震设计 |
STATE RECURSIVE METHOD FOR ANALYSIS OF ELASTIC-PLASTIC RESPONSE OF TALL BUILDING |
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| Li Yanhe,Ding Yiping.STATE RECURSIVE METHOD FOR ANALYSIS OF ELASTIC-PLASTIC RESPONSE OF TALL BUILDING[J].Journal of Disaster Prevent and Mitigation Eng,1995(2). |
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| Authors: | Li Yanhe Ding Yiping |
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| Abstract: | Combination of state recursive technique with Neumak -β and Wilson -θmethod is used to analysis of nonlinear earthquake response of tall building. The state recursive equation of history analysis and its resolution are given. It is shown that this method has the advantages of saving internal storage, fast and reliable calculation, resoluting the problem of this study using microcomputer. |
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| Keywords: | seismic response analysis anti-earthquake design |
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