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作者:

Li, Zhenbao (Li, Zhenbao.) (学者:李振宝) | Liu, Lifei (Liu, Lifei.) | Wang, Haiteng (Wang, Haiteng.) | Wang, Wenjing (Wang, Wenjing.)

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摘要:

Pushover analysis of a three-story one-span space frame under oblique seismic action was conducted using ABAQUS software. The loading angle is 0 degrees, 15 degrees, 30 degrees and 45 degrees respectively. Failure mechanism of the space frame was analyzed, such as yield sequence of beam end and column end, and force-displacement curves. The results indicate that the structure loaded with angle of 0 degrees failed when beam hinge appeared. With the increasing of load angle, the failure mechanism of frame changed from beam hinge failure to column hinge failure gradually.

关键词:

Oblique seismic action failure mechanism simulation analysis space frame

作者机构:

  • [ 1 ] [Li, Zhenbao]Beijing Univ Technol, Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China
  • [ 2 ] [Liu, Lifei]Beijing Univ Technol, Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China
  • [ 3 ] [Wang, Haiteng]Beijing Univ Technol, Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China
  • [ 4 ] [Wang, Wenjing]Beijing Univ Technol, Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China

通讯作者信息:

  • 李振宝

    [Li, Zhenbao]Beijing Univ Technol, Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, 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: 438-441

语种: 英文

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WoS核心集被引频次: 0

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