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作者:

Han, Jianqiang (Han, Jianqiang.) | Li, Zhenbao (Li, Zhenbao.) (学者:李振宝) | Song, Jia (Song, Jia.) | Liu, Chunyang (Liu, Chunyang.)

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摘要:

Experiments on a frame (KJ1) and an assembled prestressed frame (KJ2) are conducted under low level cyclic loadings. The seismic performance of prestressed reinforced concrete frame structures is investigated, including crack distribution, failure mode, hysteresis curve and displacement ductility. Using ABAQUS, a finite element software, test specimens are analyzed, showing good agreement with test results. It is also shown that the assembled prestressed reinforced concrete frame structure has good seismic performance.

关键词:

ABAQUS Finite element method Prestressed concrete Reinforced concrete Seismic waves Seismology Software testing Structural frames

作者机构:

  • [ 1 ] [Han, Jianqiang]Beijing Key Lab of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Han, Jianqiang]Architecture and Engineering, Hebei Polytechnic University, Tangshan 063009, China
  • [ 3 ] [Li, Zhenbao]Beijing Key Lab of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100124, China
  • [ 4 ] [Song, Jia]Beijing Key Lab of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100124, China
  • [ 5 ] [Liu, Chunyang]Beijing Key Lab of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100124, China

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来源 :

Journal of Building Structures

ISSN: 1000-6869

年份: 2010

期: SUPPL. 1

卷: 31

页码: 311-314

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