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Author:

Li, Chunhui (Li, Chunhui.) | Li, Hongquan (Li, Hongquan.) | Ji, Jinbao (Ji, Jinbao.) | Fu, Yangqiang (Fu, Yangqiang.) | Li, Fangfang (Li, Fangfang.)

Indexed by:

CPCI-S EI Scopus

Abstract:

we carried out shaking table tests for 2 layers of a residential brick structure with 1/2 reduced-scale. At the same time, the model structure is studied by finite element analysis with ANSYS. The dynamic response of structure under different seismic excitation and cracking destruction rules were compared and analyzed, seismic vulnerability for the type of brick mixes structures were summarized.. At end, in the light of this type of structure we give the suggestions and measures of aseismatic reinforcement.

Keyword:

shaking table test finite element analysis brick mixes structures seismic performance

Author Community:

  • [ 1 ] [Li, Chunhui]Beijing Univ Technol, Beijing Lab Earthquake Engn & Struct Retrofit, Beijing, Peoples R China
  • [ 2 ] [Li, Hongquan]Beijing Univ Technol, Beijing Lab Earthquake Engn & Struct Retrofit, Beijing, Peoples R China
  • [ 3 ] [Ji, Jinbao]Beijing Univ Technol, Beijing Lab Earthquake Engn & Struct Retrofit, Beijing, Peoples R China
  • [ 4 ] [Fu, Yangqiang]Beijing Univ Technol, Beijing Lab Earthquake Engn & Struct Retrofit, Beijing, Peoples R China
  • [ 5 ] [Li, Fangfang]Beijing Univ Technol, Beijing Lab Earthquake Engn & Struct Retrofit, Beijing, Peoples R China

Reprint Author's Address:

  • [Li, Chunhui]Beijing Univ Technol, Beijing Lab Earthquake Engn & Struct Retrofit, Beijing, Peoples R China

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Source :

PROGRESS IN STRUCTURE, PTS 1-4

ISSN: 1660-9336

Year: 2012

Volume: 166-169

Page: 2412-2418

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: 1

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