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近场强震下单斜式中心支撑钢框架层剪力分布

The story shear distribution in diagonal lined-CBSF subjected to near-fault ground motions

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【作者】 顾鑫全顾强

【Author】 GU Xinquan;GU Qiang;School of Civil Engineering,SUST;

【机构】 苏州科技学院土木工程学院

【摘要】 为了研究近场强震下单斜式中心支撑钢框架(DL-CBSF)的层剪力分布,设计了5个算例结构,采用弹塑性时程分析方法获得了结构在近场罕遇、设防地震下的层剪力分布,提出了DL-CBSF结构层剪力分布模式,并分析了近场地震速度脉冲效应、地震波加速度幅值、结构层数、结构跨度、跨数对层剪力分布的影响。

【Abstract】 In order to investigate the story shear distribution of diagonal lined-CBSF under near-field earth-quakes, five DL-CBSFs were designed. The story shear distribution of DL-CBSFs under two kinds of earthquake records were obtained through the nonlinear time history method. The formula of story shear of DL-CBSF was proposed. The effects of near-field earthquake with velocity pulse, earthquake acceleration amplitude, story num-ber, structural span and span number on the story shear distribution were analyzed in this paper.

【基金】 国家自然科学基金项目(51278320)
  • 【文献出处】 苏州科技学院学报(工程技术版) ,Journal of Suzhou University of Science and Technology(Engineering and Technology) , 编辑部邮箱 ,2015年01期
  • 【分类号】TU391
  • 【下载频次】42
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