期刊文献+

钢筋混凝土压弯构件恢复力模型的研究 被引量:3

Research on Restoring Force Models of R/C Compression-Flexure Members
下载PDF
导出
摘要 恢复力模型是描述往复荷载作用下钢筋混凝土结构弹塑性性能的基本要素,对钢筋混凝土结构抗震性能和计算机模拟有十分重要的意义.简要评述多年来国内外钢筋混凝土压弯构件恢复力模型的研究成果,分析了各种平面恢复力模型和空间恢复力模型的优缺点和存在的主要问题,介绍了恢复力模型的新发展,提出恢复力模型发展的研究建议. Restoring force models describe fundamental principle of elastic-plasticity performance of structure during reciprocating load. So they are significant for earthquake-resistance performance of reinforced concrete structure and computer simulation. This paper expounds the research on restoring force models of R/C compression-flexure members at home and abroad. It analyzes the advantages and disadvantages of various kinds of restoring force models and introduces the new development of restoring force models. In conclusion, it puts forward some suggestions to develop and research on restoring force models.
出处 《青岛理工大学学报》 CAS 2008年第2期40-46,共7页 Journal of Qingdao University of Technology
关键词 钢筋混凝土 恢复力特性 恢复力模型 reinforced concrete characteristic of restoring force restoring force model
  • 相关文献

参考文献26

  • 1Jennings P C. Periodic response of general yielding structure [J]. Journal of Engineering Mechanical Division, 1964,90(EM2) : 131- 165.
  • 2Penizen J. Dynamic response of elasto-plastic frames [J]. Journal of Structural Division, 1962,88(ST7):1322-1340.
  • 3Clough R W,Johnston S B. Effect of stiffness degradation on earthquake ductility requirements [C]//Proc. 2^th Jappan Earth. Engng. Symp. ,Tokyo Japan,1966.
  • 4Takeda T, Sozen M A, Nielson N N. Reinforced concrete response to simulated earthquakes [J]. Journal of Structural Division, 1970, 96(STI2):2557-2572.
  • 5Saiidi M. Hysteresis models for reinforced concrete [J]. Journal of Structural Division, 1982,108(ST5):10377-1087.
  • 6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.
  • 7成文山,邹银生,程翔云.钢筋混凝土压弯构件恢复力特性的研究[J].湖南大学学报,1983,15(4):13-23. 被引量:15
  • 8杜修力 欧进萍.钢筋混凝土结构低周疲劳效应对地震累积破坏的影响.建筑结构学报,1991,12(3):18-23.
  • 9杜宏彪,杜宏彪.双向压弯钢筋混凝土柱的抗震性能[J].哈尔滨建筑大学学报,1999,32(4):47-52. 被引量:20
  • 10刘继明,张连德,孙黄胜.钢筋混凝土双向偏压剪扭复合受力构件抗震性能试验研究[J].工业建筑,2002,32(12):40-43. 被引量:4

二级参考文献104

共引文献250

同被引文献7

引证文献3

二级引证文献2

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