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Author:

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

Indexed by:

EI Scopus PKU CSCD

Abstract:

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.

Keyword:

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

Author Community:

  • [ 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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Source :

Journal of Building Structures

ISSN: 1000-6869

Year: 2010

Issue: SUPPL. 1

Volume: 31

Page: 311-314

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 8

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