| 高层筒体结构弹塑性地震反应计算 |
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| 引用本文： | 惠宽堂,正荫长.高层筒体结构弹塑性地震反应计算[J].西安建筑科技大学学报(自然科学版),1994(3). |
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| 作者姓名： | 惠宽堂 正荫长 |
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| 作者单位： | 西安建筑科技大学建筑工程系 |
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| 摘 要： | 对高层简体结构进行弹塑性地震反应分析，基本未知量很多，基本参数的确定也较困难。本文采用广义有限条法对筒体结构作弹塑性地震反应分析，以构件为基本单元，计算参数和恢复力曲线容易确定。本文综合应用和发展了有限元法和有限条法的优点，计算精度和有限元法相当。
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| 关 键 词： | 弹塑性 地震反应分析 筒体结构 广义有限条法 |
Elastic-plastic analysis of earthquake response of tube building structures |
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| Xi Kuantang, Wang Yinchang.Elastic-plastic analysis of earthquake response of tube building structures[J].Journal of Xi'an University of Architecture & Technology,1994(3). |
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| Authors: | Xi Kuantang Wang Yinchang |
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| Abstract: | A generalized finite strip method is proposed in this paper. Using structural member as analysis element the fundamental parameters and hysteresis loops can be determined easily. It synthesizes the advantages of finite element method and finite stripmethod. The accuracy of the method is commensurate with finite element method' |
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| Keywords: | elastic-plastic seismic resp onse analysis/tube structures generalized finite strip method |
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