期刊文献+

框架柱试验结果的震害指数计算模型比较 被引量:5

A Comparative Study on Seismic Damage Index Based on Test Results
下载PDF
导出
摘要 基于钢筋混凝土框架柱试验研究结果和恢复力模型,对国际上较常用的3个震害指数计算模型进行计算.通过对3个不同轴压比框架柱试件基于不同震害指数模型计算结果的比较,分析所选用震害指数模型在评估钢筋混凝土构件破坏状态方面存在的优缺点.在此基础,提出震害指数研究的发展方向和建议. The damage indices of three cyclic loading reinforced concrete column specimens were calculated according to three known seismic damage index models, which were based on accumulative damage, deformation-energy and structural stiffness, respectively. Based on the calculation results, test data and damage characteristics in the test process. the validity of these damage index models on evaluation of damage degree of RC columns under seismic loading were analyzed and compared. The existing problems on the research of seismic damage index and some suggestions for the future research were brought forward finally.
出处 《华侨大学学报(自然科学版)》 CAS 北大核心 2005年第2期145-148,共4页 Journal of Huaqiao University(Natural Science)
基金 国家自然科学基金资助项目(50478120) 福建省自然科学基金资助项目(E0410024)
关键词 震害指数 框架柱 试验结果 累积损伤 比较研究 seismic damage index, frame column, test results, accumulative damage, comparative
  • 相关文献

参考文献5

  • 1郭子雄,吕西林.高轴压比框架柱恢复力模型试验研究[J].土木工程学报,2004,37(5):32-38. 被引量:65
  • 2郭子雄,刘阳,杨勇.结构震害指数研究评述[J].地震工程与工程振动,2004,24(5):56-61. 被引量:21
  • 3Wang M L, Shah S P. Reinforced concrete hysteresis model based on the damage concept[J]. Earthquake Engineering and Structural Dynamics, 1987,15(8):993-100 3.
  • 4Park Y J, Ang A H-S. Mechanisric seismic damage model for reinforced concrete[J]. Journal of Structural Engineering, ASCE, 1985,111(4):722-739.
  • 5Roufaiel M S L, Meyer C. Analytical modeling of hysteretic behaviour of R/C frames[J]. Journal of Structural Engineering, ASCE, 1987,113(3):429-444.

二级参考文献19

  • 1朱伯龙 张琨联.矩形及环形截面压弯构件恢复力特性的研究[J].同济大学学报,1981,(3):1-6.
  • 2沈聚敏 翁义军 等.周期反复荷载下钢筋混凝土压弯构件的性能[J].土木工程学报,1982,15(2).
  • 3Clough R W and Johnston S B. Effect of stiffness degradation on earthquake ductility requirements [ C ] . Proceedings of the 2nd Japan Earthquak Engineering Symposium, Tokyo, 1966, 227 - 232.
  • 4Takeda T Sozen M A and Nielson N N. Reinforced concrete response to simulated earthquakes [ J] .Journal of Structural Division.ASCE. 1970 (ST12) : 2557 - 2572.
  • 5Banon H, Biggs J M,Irvine H M. Seismic damage in reinforced concrete frames[ J]. Journal of Structural Engineering, ASCE, 1981,107 (9):1713-1729.
  • 6Stephens J E, Yao J T P. Damage assessment using response measurement[J]. Journal of Structural Engineering, ASCE, 1987, 113 (4) :787-801.
  • 7Wang M L,Shah S P. Reinforced concrete hysteresis model based on the damage concept[J]. Earthquake Engineering and Structural Dyuamics, 1987,15(8) :993-1003.
  • 8Powell G H,Allahabadi R. Seismic damage prediction by deterministic method: concept and procedures[J]. Earthquake Engineering and Structural Dynamics, 1988,16:719-734.
  • 9Kratzig W B, Meyer I F, Meskouris K. Damage evolution in reinforced concrete members under cyclic loading[A]. Proceedings of 5th International Conference on Structural Safety and Reliability[C]. San Francisco, 1989, Ⅱ :795~802.
  • 10Park Y J, Ang A H-S. Mechanistric seismic damage model for reinforced concrete [J]. Journal of Structural Engineering, ASCE, 1985, 111(4):722-739.

共引文献83

同被引文献37

引证文献5

二级引证文献19

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