| 基于能量原理的外钢框架-内剪力墙结构地震响应预测法 |
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| 引用本文： | 裴星洙,王维.基于能量原理的外钢框架-内剪力墙结构地震响应预测法[J].江苏科技大学学报(社会科学版),2009,23(6):494-499. |
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| 作者姓名： | 裴星洙 王维 |
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| 作者单位： | 江苏科技大学,土木与建筑工程学院,江苏,镇江,212003 |
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| 基金项目： | 校启动科研基金资金项目 |
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| 摘 要： | 利用能量法研究了外钢框架-内剪力墙结构的地震响应．文中设计了一个钢框架结构，将其中跨满布剪力墙，得到外钢框架-内剪力墙结构．对其进行简化，并利用能量法和非线性动力时程分析法对其进行地震响应分析．结果表明，能量法预测的外钢框架-内剪力墙的地震响应与非线性动力时程分析法的计算结果相差不多，可以为实际工程提供参考．
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| 关 键 词： | 能量法 地震响应预测式 时程分析法 弹塑性分析 外钢框架-内剪力墙结构 |
Prediction method of earthquake response of steel frame-reinforced concrete shear wall hybrid structures based on energy concept |
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| Pei Xingzhu,Wang Wei.Prediction method of earthquake response of steel frame-reinforced concrete shear wall hybrid structures based on energy concept[J].Journal of Jiangsu University of Science and Technology:Natural Science Edition,2009,23(6):494-499. |
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| Authors: | Pei Xingzhu Wang Wei |
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| Institution: | ( School of Civil Engineering and Architecture, Jiangsu University of Science and Technology, Zhenjiang Jiangsu 212003, China) |
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| Abstract: | The earthquake response of steel frame-reinfored concrete shear wall hybrid structures was studied in this paper. The basal theory of energy method was introduced, and the earthquake responses of the steel frame structures and steel frame-reinforced concrete shear wall hybrid structures were computed by using energy method and time history analysis method. The ＇computed results of steel frame-reinforced concrete shear wall hybrid structures were almost same. This may offer a reference for structural aseismatic computation and design. |
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| Keywords: | energy method prediction formula of earthquake response time history analysis method elastoplasticanalysis steel frame-reinforced concrete shear wall hybrid structures |
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