节点文献

多层不规则框架-砖混组合结构的动力学测试与损伤分析

Dynamic Test and Damage Identification of Multi-story and Non-regular Frame-brick Mixed Structure

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 朱怀亮梁思辉余磊童绥咏罗仁安

【Author】 ZHU Huai-liang~1,LIANG Si-hui~1,YU Lei~1,TONG Sui-yong~2,LUO Ren-an~1(1.Department of Mechanics,Shanghai University,Shanghai 200436,China;2.Huangshi Inspection Station of Architectural Engineering,Huangshi,Hubei Province 430500,China)

【机构】 上海大学力学系湖北省黄石市建筑工程质量检测站上海大学力学系 上海200436上海200436湖北黄石430500

【摘要】 探讨了多层不规则框架-砖混组合结构的动态测试模型与方法,利用环境激励和脉冲激振的方法对湖北省黄石市政府办公大楼进行了综合检测,测量并分析了框架主体结构的动力学特性,对砖混结构的承重墙、梁和楼板等构件进行了局部损伤诊断,并就构件损伤前后的响应幅值和频率特性等进行了分析和比对,为结构的改扩建和抗震设计提供了有益的参考.

【Abstract】 The dynamic measure technique is developed for the multi-story and non-regular frame-brick mixed structures.An overall inspection was carried out to the office building of Huangshi government based on vibration testing method.The dynamic behavior of structure is analyzed,and the vibration frequencies and modes are obtained by the environment excitation and pulse testing methods.The damage identifications of structural members of bearing walls,beams and floors are studied,and the response properties of members are discussed.Some suggestions are proposed to improve the dynamic behavior and anti-seismic properties of structures.

【基金】 上海市重点学科建设项目;上海市自然科学基金资助项目(03ZR14032)
  • 【文献出处】 南昌大学学报(工科版) ,Journal of Nanchang University(Engineering & Technology) , 编辑部邮箱 ,2006年01期
  • 【分类号】TU398.5
  • 【被引频次】1
  • 【下载频次】120
节点文献中: 

本文链接的文献网络图示:

本文的引文网络