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[会议论文]

Bearing Capacity Calculation of Full-Scale Reinforced Concrete Beam-Column Joints Based on a Strut-and-Tie Model

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作者:

Li, Zhenbao (Li, Zhenbao.) (学者:李振宝) | Sun, Fenfen (Sun, Fenfen.) | Guo, Erwei (Guo, Erwei.) | 展开

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摘要:

Based on test results of two full-scale reinforced concrete beam-column joints, carrying capacities of core areas of the joints were calculated and modified based on the strut-and-tie model. The results indicate that the capacities calculated with h-D-regions is smaller than those with h/2-D-regions, and the calculated results with h/2-D-regions agree better with the test results.

关键词:

capacity of core area calculation method strut-and-tie model Beam-column joint

作者机构:

  • [ 1 ] [Li, Zhenbao]Beijing Univ Technol, Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China
  • [ 2 ] [Sun, Fenfen]Beijing Univ Technol, Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China
  • [ 3 ] [Guo, Erwei]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: 95-98

语种: 英文

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