| CS板式结构抗震变形性能分析研究 |
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| 引用本文： | 李砚波,郭松旭,戴自强. CS板式结构抗震变形性能分析研究[J]. 天津理工大学学报, 2011, 27(3): 57-61. DOI: 10.3969/j.issn.1673-095X.2011.03.015 |
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| 作者姓名： | 李砚波 郭松旭 戴自强 |
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| 作者单位： | 天津大学建筑工程学院土木工程系,天津,300072 |
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| 摘 要： | 在前期试验基础上,利用ANSYS软件建立试验模型的有限元模型,选取典型的EL-Centro波,对有限元模型分别进行设防烈度为7度(0.15 g)、8度(0.20 g)、9度时的多遇地震和罕遇地震下的时程分析,结合实验室试验分析,研究CS板式结构的抗震变形性能.
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| 关 键 词： | CS板式结构 骨架曲线 时程分析 时程曲线 |
Analysis and study on the performance of anti -seismic deformation in CS panel structure |
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| LI Yan-bo,GUO Song-xu,DAI Zi-qiang. Analysis and study on the performance of anti -seismic deformation in CS panel structure[J]. Journal of Tianjin University of Technology, 2011, 27(3): 57-61. DOI: 10.3969/j.issn.1673-095X.2011.03.015 |
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| Authors: | LI Yan-bo GUO Song-xu DAI Zi-qiang |
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| Affiliation: | (School of Civil Engineering,Tianjin University,Tianjin 300072,China) |
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| Abstract: | Based on the previous test,using ANSYS to set up the finite element model of experimental model,and selecting the typical EL Centro wave,the time history-analysis of the finite element model is done respectively under 7 degree(0.15 g),8 degree(0.20 g),9 degree during a small earthquake and a severe earthquake.Combining with laboratory test analysis,the performance of anti-seismic deformation in CS panel structure is studied. |
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| Keywords: | CS panel structure skeleton curve time-history analysis time-history curve |
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