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作者:

Liu, Chunyang (Liu, Chunyang.) | Li, Zhenbao (Li, Zhenbao.) (学者:李振宝) | Qu, Shuang (Qu, Shuang.) | Zhou, Xuejun (Zhou, Xuejun.) | Wang, Xinping (Wang, Xinping.)

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摘要:

Lots of bulidings had collapsed in Wenchuan big earthquake in 2008, one important reason is that the structure design has been launched only in X or Y axis of the building respectively, which means the oblique direction compression-bending characteristic has not been fully considered in the actual structure design process. In addition, the moment bearing strength in oblique direction is smaller than the moment strength about the principle axis of the column, so the research on bending strength calculation of biaxial/oblique compression-bending RC column is important to improve the aseismic safty of the buildings under actual earthquake effects. In this paper research achievements about bearing capacity calculation of column under oblique compression-bending action are summarized and analyzed. At last the advice for actual application has also been given.

关键词:

reinforced concrete bearing capacity calculation biaxial compression-bending column normal section

作者机构:

  • [ 1 ] [Liu, Chunyang]Shan Dong Jianzhu Univ, Sch Civil Engn, Jinan 250101, Peoples R China
  • [ 2 ] [Qu, Shuang]Shan Dong Jianzhu Univ, Sch Civil Engn, Jinan 250101, Peoples R China
  • [ 3 ] [Zhou, Xuejun]Shan Dong Jianzhu Univ, Sch Civil Engn, Jinan 250101, Peoples R China
  • [ 4 ] [Wang, Xinping]Shan Dong Jianzhu Univ, Sch Civil Engn, Jinan 250101, Peoples R China
  • [ 5 ] [Li, Zhenbao]Beijing Univ Technol, Beijing 100124, Peoples R China

通讯作者信息:

  • [Liu, Chunyang]Shan Dong Jianzhu Univ, Sch Civil Engn, Jinan 250101, Peoples R China

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来源 :

ADVANCES IN CIVIL STRUCTURES, PTS 1 AND 2

ISSN: 1660-9336

年份: 2013

卷: 351-352

页码: 392-395

语种: 英文

被引次数:

WoS核心集被引频次: 0

SCOPUS被引频次: 1

ESI高被引论文在榜: 0 展开所有

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中文被引频次:

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