| 结构性能设计及NSP法的研究综述 |
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| 引用本文： | 金玉杰,隋莉莉. 结构性能设计及NSP法的研究综述[J]. 吉林工程技术师范学院学报, 2011, 0(9): 67-69 |
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| 作者姓名： | 金玉杰 隋莉莉 |
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| 作者单位： | 吉林建筑工程学院土木工程学院;深圳大学建筑与土木工程学院; |
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| 摘 要： | 传统抗震设计方法发现,地震造成巨大经济损失的主要原因是建筑物功能遭到破坏,基于性能的抗震设计理论保证了在地震作用下结构的安全目标和抗震目标,本文综述了基于性能设计及非线性静力分析方法的理论研究与应用。
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| 关 键 词： | 抗震设计 结构性能设计 NSP法 |
A Research Summarization on Structural Performance Design and NSP Method |
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| JIN Yu-jie,SUI Li-li. A Research Summarization on Structural Performance Design and NSP Method[J]. Journal of Jilin Teachers Institute of Engineering and Technology(Natural Sciences Edition), 2011, 0(9): 67-69 |
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| Authors: | JIN Yu-jie SUI Li-li |
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| Affiliation: | JIN Yu-jie1,SUI Li-li2 (1.School of Civil Engineering,Jilin Institute of Architecture and Civil Engineering,Changchun Jilin 130018,China,2.Architecture and Civil Engineering School,Shenzhen University,Shenzhen Guangdong 518060,China) |
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| Abstract: | Traditional seismic design method is found that the main reason of the immense economical loss made by earthquake is that the destroy for the function of Buildings is undergone.Structural safety and seismic objectives based-on performance seismic design theory are ensured under the earthquake action.A theoretical study and application is summarized based-on performance design and non-lineal Statistic Analytical methods in this paper. |
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| Keywords: | seismic design structural performance design NSP method |
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