文章摘要
胡光林,雷庆关.平面L型钢框架-剪力墙结构扭转效应研究[J].安徽建筑大学学报,2015,23(3):18-23
平面L型钢框架-剪力墙结构扭转效应研究
The research on torsion effect of steel frame-shear wall structure with L-shaped flat
  
DOI:10.11921/j.issn.2095-8382.20150304
中文关键词: 非规则结构  层间位移  层间位移角  周期比  位移比
英文关键词: Non-regular structure  Story drift  Story drift angle  Period ratio  Displacement ratio
基金项目:安徽省高等学校自然科学研究重大项目(KJ2014ZD07)
作者单位
胡光林 安徽建筑大学 土木工程学院安徽合肥 230601 
雷庆关 安徽建筑大学 土木工程学院安徽合肥 230601 
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中文摘要:
      针对L型平面钢框架—钢板剪力墙结构建立16层剪力墙连续布置、顶层间断布置和20层剪力墙连续布置、顶层间断布置4种有限元模型。通过反应谱分析得出不同模型的层间位移、层间位移角、周期比、位移比。对比分析上述指标,结果表明:结构的层数、钢板剪力墙的布置和数量对结构扭转均有影响;单、双向水平地震作用对结构的影响相当
英文摘要:
      It established four kinds of finite element model for steel frame of steel plate shear wall structure with L-shaped flat. They are arranged in a continuous 16-story shear wall and the top intermittent arrangement, a continuous 20-story shear wall and the top intermittent arrangement. According to response spectrum analysis it obtained story drift, story drift angle, period ratio, displacement ratio of the different models. Compared with analysis of these indicators it got the conclusions :the torsion effect was affected by the arrangement and number of steel plate shear wall to the structure; it had the comparative effect between single and bidirectional horizontal seismic action on the structure.
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