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近海大气环境下多龄期典型钢筋混凝土剪力墙结构地震易损性研究

秦卿 邱继生 张程华 关虓 侯丕吉

秦卿, 邱继生, 张程华, 关虓, 侯丕吉. 近海大气环境下多龄期典型钢筋混凝土剪力墙结构地震易损性研究[J]. 工业建筑, 2020, 50(12): 32-41. doi: 10.13204/j.gyjzG19112606
引用本文: 秦卿, 邱继生, 张程华, 关虓, 侯丕吉. 近海大气环境下多龄期典型钢筋混凝土剪力墙结构地震易损性研究[J]. 工业建筑, 2020, 50(12): 32-41. doi: 10.13204/j.gyjzG19112606
QIN Qing, QIU Jisheng, ZHANG Chenghua, GUAN Xiao, HOU Piji. RESEARCH ON SEISMIC FRAGILITY OF MULTI-AGED RC SHEAR WALL STRUCTURES IN OFFSHORE ATMOSPHERIC ENVIRONMENT[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(12): 32-41. doi: 10.13204/j.gyjzG19112606
Citation: QIN Qing, QIU Jisheng, ZHANG Chenghua, GUAN Xiao, HOU Piji. RESEARCH ON SEISMIC FRAGILITY OF MULTI-AGED RC SHEAR WALL STRUCTURES IN OFFSHORE ATMOSPHERIC ENVIRONMENT[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(12): 32-41. doi: 10.13204/j.gyjzG19112606

近海大气环境下多龄期典型钢筋混凝土剪力墙结构地震易损性研究

doi: 10.13204/j.gyjzG19112606
基金项目: 

陕西省自然科学基础研究计划(2019JQ-480);西安市碑林区科技计划项目(GX1929)。

详细信息
    作者简介:

    秦卿,男,1989年出,博士,讲师。电子信箱:qinqingjd@163.com

RESEARCH ON SEISMIC FRAGILITY OF MULTI-AGED RC SHEAR WALL STRUCTURES IN OFFSHORE ATMOSPHERIC ENVIRONMENT

  • 摘要: 近海大气环境下,钢筋锈蚀会导致剪力墙结构抗震性能发生退化,有必要建立锈蚀钢筋混凝土(RC)剪力墙结构的地震易损性模型。以典型剪力墙结构为研究对象,基于PERFORM-3D,主要通过材料劣化原理考虑近海大气环境下的钢筋锈蚀,采用纤维模型建立RC剪力墙结构的数值模型;以峰值地面加速度(PGA)作为地震动的强度指标,分别对22条地震波进行地震动调幅,得到不同龄期下不同层数对应典型结构的需求模型参数;定义多龄期RC剪力墙结构性能指标限值,对8度设防下不同龄期对应不同层数的典型剪力墙结构进行地震易损性分析。结果表明:随龄期增加,不同层数的典型剪力墙结构对应各极限状态超越概率均不断增加。
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出版历程
  • 收稿日期:  2020-04-22
  • 网络出版日期:  2021-03-31

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