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作者:

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

收录:

EI Scopus

摘要:

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.

关键词:

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

作者机构:

  • [ 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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来源 :

ISSN: 1660-9336

年份: 2011

卷: 94-96

页码: 1152-1158

语种: 英文

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WoS核心集被引频次: 0

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