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作者:

Ma, Hua (Ma, Hua.) | Fu, Jing (Fu, Jing.) | Li, Zhenbao (Li, Zhenbao.) (学者:李振宝) | Zhang, Tingting (Zhang, Tingting.)

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摘要:

Side-strengthened reinforced concrete or precast prestressed concrete beam for inadequate seismic performance is proposed in this paper. The factors are simulated by ABAQUS software for the impact of seismic performance, which are difference of material strength grade, initial load and the order of prestressing and pretightening. The strengthening technology can improve the seismic performance of side-strengthened beam. The meterials with different strength grades which used for beams give full play to their role. The initial load has little effect on the seismic performance. The way of prestressing after pretightening plays a favorable effect for the seismic performance. The simulation results can accurately reflect the impact of these factors on the side-strengthened beam.

关键词:

ABAQUS prestressed concrete beam reinforced concrete beam side-strengthened

作者机构:

  • [ 1 ] [Ma, Hua]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100022, Peoples R China
  • [ 2 ] [Fu, Jing]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100022, Peoples R China
  • [ 3 ] [Li, Zhenbao]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100022, Peoples R China
  • [ 4 ] [Zhang, Tingting]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100022, Peoples R China

通讯作者信息:

  • [Ma, Hua]Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100022, Peoples R China

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来源 :

Progress in Industrial and Civil Engineering III, Pt 1

ISSN: 1660-9336

年份: 2014

卷: 638-640

页码: 1943-1946

语种: 英文

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