期刊文献+

基于试验测量的高层结构整体抗震损伤评估 被引量:3

Seismic Damage Assessment of High-Rise Structures Based on Experimental Measurements
原文传递
导出
摘要 结构的损伤模型可以从材料、构件和整体三个层次研究。整体结构损伤模型主要以结构整体为研究对象,从结构的整体反应参数变化研究结构整体性能的变化规律,并对在地震作用下结构的损伤、抗震性能进行分析。结构损伤时物理参数的变化,必将引起动力参数的变化。因此可以通过动力测试来捕捉结构动力参数的变化,如:结构损伤前后固有频率、模态振型和阻尼的变化,可以进行结构损伤诊断。结合在同济大学土木工程防灾国家重点实验室做过的几十个模拟地震振动台试验测试结果,统计和总结地震作用下高层建筑结构自振频率与阻尼比的变化规律,提出了一种新的损伤模型与损伤指标。该损伤模型综合考虑了高阶振型、振型参与系数、结构自振频率、阻尼比等影响因素。最后,用该损伤模型和损伤指标对其中3个典型的高层建筑结构模型模拟地震振动台试验数据进行验证,结果表明:该损伤模型与试验现象基本吻合。可对既有工程结构快速准确地进行动力损伤识别与评估。 There are three types of building damage model based on materials, components and overall structure. The overall structural damage model is studied on the whole structure as an object. Structural responses of inherent property parameter and their variations are reflected in the overall structural performance. And the structural seismic performance and its damage are analyzed before earthquake and after different levels of earthquake. Due to injury or even damage after earthquake, some changes in the structural inherent property parameter are incurred, leading to some changes in dynamic parameter responses. Therefore, to capture dynamic parameters in the dynamic structural testing, such as, inherent frequencies, mode shapes and damping, can diagnose the structural damage. Combined with dozens of shaking table test results, tested in the State Key Lab for Disaster Reduction in Civil Engineering, in Tongji University, the variations of inherent frequency and damping ratio of tall buildings under earthquake has been counted and summarized. Then, a new damage model and damage index are proposed,considering higher modes, mode participation factors, the inherent frequencies, damping ratios and other factors. Finally, to validate the damage model and damage index, they are used in the model shaking table test data three typical high-rise building structures. The results show that the damage model and index is consistent with the experimental phenomena. So, it can be applied to the existing structure to identify and assess the dynamic damage quickly and accurately.
出处 《建筑科学》 北大核心 2012年第7期8-11,共4页 Building Science
基金 国家重点基础研究发展计划(973计划项目:2007CB714202) 国家科技支撑计划课题(2009BAJ28B01) 中央高校基本科研业务费专项资金资助项目(SWJTU09ZT03 SWJTU09BR008)
关键词 结构动力参数 损伤模型 固有频率 阻尼 振动台试验 dynamic parameter damage model inherent frequency damping shaking table test
  • 相关文献

参考文献14

二级参考文献58

  • 1尚世英,董至仁.钢筋混凝土构件阻尼值实验研究[J].工程抗震,1993(4):18-19. 被引量:17
  • 2吴波,欧进萍.钢筋砼结构在主余震作用下的反应与损伤分析[J].建筑结构学报,1993,14(5):45-53. 被引量:49
  • 3沈蒲生,易伟建,王长新.混凝土结构破损评估的动力学方法及应用研究[J].湖南大学学报(自然科学版),1995,22(1):113-119. 被引量:4
  • 4[1]Chopra A K. Dynamics of structures[ M ]. 2nd Edition. New Jersey: Prentice Hall, 2000. 12 - 13.
  • 5[2]Nashff A D, Jone D G, Henderson J P. Vibration damping[M]. New York: Wiley, 1984. 45 - 46.
  • 6[3]Karem A, Gurley K. Damping in structures: its evaluation and treatment of uncertainty[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1996(59): 131 - 157.
  • 7[4]Bendat J S, Piersol A G. Random data: analysis and measurement procedure[M]. 2nd Edition. New York: Wiley, 1986.
  • 8[6]Chen J, Xu Y L, Zhang R C. Modal parameter identification of Tsing Ma suspension bridge under Typhoon Victor: EMD - HT method[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2004(92): 805 - 827.
  • 9施卫星 冯军.基于频率的结构损伤识别方法在建筑地震破坏等级划分中的应用.现代振动与噪声技术,2008,6(1):156-161.
  • 10王勇.结构振动信号的采集与处理方法研究[D].上海:同济大学,2005.

共引文献284

同被引文献34

  • 1陈再现,王凤来,杨同盖,杨刚.底框砌体剪力墙震损房屋损伤评估及抗震加固[J].土木工程学报,2012,45(S1):61-68. 被引量:4
  • 2迟世春,林少书.结构动力模型试验相似理论及其验证[J].世界地震工程,2004,20(4):11-20. 被引量:72
  • 3施卫星,汪洋,刘成清.基于频率测量的高层建筑地震作用损伤分析[J].西南交通大学学报,2007,42(4):389-394. 被引量:16
  • 4黄超,季静,韩小雷,郑宜,何伟球,戴金华.基于性能的既有钢筋混凝土建筑结构抗震评估与加固技术研究[J].地震工程与工程振动,2007,27(5):72-79. 被引量:35
  • 5Park Y J,Ang A H S,Wen Y K.Seismic damage analysis of reinforced concrete buildings. Journal of Structural Engineering, ASCE . 1985
  • 6Park Y J,Ang A H S.Mechanistic Seismic Damage Model for Reinforced Concrete. Journal of Structural Engineering, ASCE . 1985
  • 7XL Gu,ZY Shen.Damage analysis of reinforced concrete structures under earthquake series. Proceedings of the 7th International Conference on Computing in Civil and Building Engineering . 1997
  • 8PARK Y J, REINHORN A M, KUNNATH S K. IDARC: Inelastic Damage Analysis of Reinforced Concrete Frame-shear-wall Structures [R]. Buffalo: State University of New York at Buffalo, 1987.
  • 9REINHORN A M, ROH H, SIVASELVAN M, et al. IDARC 2D Version 7.0 : A Program for the Inelastic Damage Analysis of Structures [R]. Buffalo: State University of New York at Buffalo, 2009.
  • 10SCOTT B D,PARK R, PRIESTLEY M J N. Stress- strain Behavior of Concrete Confined by Overlapping Hoops at Low and High Strain Rates[J]. ACI Journal Proceedings, 1982,79 (1): 13-27.

引证文献3

二级引证文献15

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部