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Author:

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

Indexed by:

CPCI-S EI Scopus

Abstract:

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.

Keyword:

prestressed concrete beam side-strengthened ABAQUS reinforced concrete beam

Author Community:

  • [ 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

Reprint Author's Address:

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

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Source :

Progress in Industrial and Civil Engineering III, Pt 1

ISSN: 1660-9336

Year: 2014

Volume: 638-640

Page: 1943-1946

Language: English

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: 7

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