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Author:

Yin, Xin Sheng (Yin, Xin Sheng.) | Ba, Pan Feng (Ba, Pan Feng.) | Cai, Jing Wei (Cai, Jing Wei.) | Xie, Xin Ying (Xie, Xin Ying.)

Indexed by:

EI Scopus

Abstract:

This article analyzes the aeroconcrete wall of vertical ultimate load capacity.We make discussions about different spacing of the concrete structure colum, the different floor height, the different wall's thick.Then combining the result, we discuss the wall's ductility under the horizontal cyclic loads, the hysteresis loop and so on. Finally,we study the hole wall earthquake resistance performance under the central load and the non-central load function. Comprehensive all results, the improving methods are presented for your consideration. © (2011) Trans Tech Publications, Switzerland.

Keyword:

Cyclic loads Earthquakes Civil engineering Walls (structural partitions) Earthquake resistance Ductility

Author Community:

  • [ 1 ] [Yin, Xin Sheng]Jilin Institute of Architecture and Civil Engineering Cold Green Building Research Center, Chang Chun, 130118, China
  • [ 2 ] [Ba, Pan Feng]Jilin Institute of Architecture and Civil Engineering Cold Green Building Research Center, Chang Chun, 130118, China
  • [ 3 ] [Ba, Pan Feng]Beijing University of Technology, Beijing, 130021, China
  • [ 4 ] [Cai, Jing Wei]Jilin Institute of Architecture and Civil Engineering Cold Green Building Research Center, Chang Chun, 130118, China
  • [ 5 ] [Xie, Xin Ying]Jilin Institute of Architecture and Civil Engineering Cold Green Building Research Center, Chang Chun, 130118, China

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Source :

ISSN: 1660-9336

Year: 2011

Volume: 94-96

Page: 1152-1158

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: 11

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