[1]吕振利,王理,王亚勇.泉州电信综合楼结构弹塑性分析[J].华侨大学学报(自然科学版),1999,20(2):150-155.[doi:10.11830/ISSN.1000-5013.1999.02.0150]
Lu Zhenli,Wang Li,Wang Yayong.Structural Analysis of Telecom Building in Quanzhou with Emphasis on Its Elastoplasticity[J].Journal of Huaqiao University(Natural Science),1999,20(2):150-155.[doi:10.11830/ISSN.1000-5013.1999.02.0150]
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泉州电信综合楼结构弹塑性分析(
)
《华侨大学学报（自然科学版）》[ISSN:1000-5013/CN:35-1079/N]
- 卷:
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第20卷
- 期数:
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1999年第2期
- 页码:
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150-155
- 栏目:
-
- 出版日期:
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1999-04-20
文章信息/Info
- Title:
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Structural Analysis of Telecom Building in Quanzhou with Emphasis on Its Elastoplasticity
- 作者:
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吕振利; 王理; 王亚勇
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华侨大学土木工程系; 中国建筑科学研究院
- Author(s):
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Lu Zhenli; Wang Li; Wang Yayong
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-
- 关键词:
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不规则建筑; 罕遇地震; 薄弱层; 弹塑性分析; 变形验算
- Keywords:
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irregular building; rare earthquake; weak storey; elasto plastic analysis; checking computation of the deformation
- 分类号:
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TU313
- DOI:
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10.11830/ISSN.1000-5013.1999.02.0150
- 摘要:
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平面与竖向布置不均匀的泉州电信综合楼属特别不规则建筑,有必要进行罕遇地震作用下结构薄弱层(或薄弱部位)的判断及结构弹塑性变形验算.文中介绍了结构弹塑性分析法并采用空间弹塑性推覆(PUSHOVER)模型,对泉州电信综合大楼结构进行静力非线性分析.计算结果表明:结构在小震作用下变形满足规范的应小于1/800的规定,但对个别连梁和角柱进入塑性屈服阶段等薄弱部分的设计应加强; 结构在大震作用下变形满足规范的应小于1/50的规定
- Abstract:
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Telecom composite building in Quanzhou belongs to a quite irreqular building which arranges unevenly both in plane and in elevation. It is necessary to judge the structural weak storey or weak position under rare earthquake. The authors make a brief accou
更新日期/Last Update:
2014-03-22