期刊文献+
任意字段
题名或关键词
题名
关键词
文摘
作者
第一作者
机构
刊名
分类号
参考文献
作者简介
基金资助
栏目信息

RC矩形柱包钢抗震加固技术研究进展 被引量：2

State of the art of the Seismic Strengthening of RC Rectangular Columns with External Steel
下载PDF
导出
摘要 首先阐述现有建筑物抗震加固的原则及其重要性,对抗震加固中常用的包钢加固方式在RC柱中的研究进展进行了综述,着重归纳了国内外包钢加固的主要形式及试验研究中所遇到的问题和相应解决方案。对近年来国外在横向预应力包钢加固RC矩形柱方面的研究情况进行介绍,并对在我国开展此类研究的技术方案提出相关建议。 In this paper, the studies and applications about the external steel strengthening used in the seismic strengthening for RC rectangular columns are reviewed. The research state of the RC columns retrofitted by transverse prestressing external steel is introduced, and the technical scheme and some primary problems for future study of this project are suggested.
作者 郭子雄 张杰
机构地区 华侨大学土木工程系
出处 《基建优化》 2004年第5期32-34,共3页 Optimization of Capital Construction
基金 福建省自然科学基金资助(E0010028)
关键词 包钢 抗震加固 RC矩形柱 预应力技术 external steel,seismic strengthening,RC rectangular columns,prestressing technique
分类号 TU973.31 [建筑科学—结构工程]
  • 相关文献

参考文献6

二级参考文献21

  • 1[1]PRIESTLEY M J N. Damage of the I-5/I605 separator in theWhittier earthquake of October 1987[J]. Earthquake Spectra, 1987, 4(2): 389- 405.
  • 2[2]HALL J F. Northridge earthquake reconnaissance report Vol- 1 [R]. Earthquake Engineering Research Institute,95- 03, Oakland, California, April, 1995.
  • 3[3]HALL J F. Preliminary reconnaissance report on the Hyogo- Ken Nanbu earthquake of January 17, 1995[R].Earthquake Engineering Research Institute, 95- 04, Oakland,California, February, 1995.
  • 4[4]SAKINO K, ISHIBASHI H. Experimental studies on concrete filled square steel tubular short columns subjected tocyclic shearing force and constant axial force[J]. Transactions of the Architectural Institute of Japan, 1985,(355): 81- 89.
  • 5[5]TOMII M, SAKINO K, XIAO Y. Ultimate moment of reinforced concrete short columns confined in steel tube[A].Proceedings of Pacific Conference on Earthquake Engineering[C]. Vol.2, New Zealand, 1987: 11- 22.
  • 6[6]ABOUTAHA R S, MACHADO R I. Seismic resistance ofsteel tubed high-stregnth reinforced concrete columns[J].Journal of Structural Engineering, ASCE, 1999, 125(5): 458- 494.
  • 7[7]PRIESTLEY M J N, SEIBLE F, XIAO Y, VERMA R. Steeljacket retrofitting of reinforced concrete bridge columns forenhanced shear strength- Part 1: Theoretical considerationsand test design[J].ACI, Structural Journal, 1994, 91(4): 394- 405.
  • 8[8]ABOUTAHA R S, ENGELHARDT M D, JIRSA J O,KREGER M E. Retrofit of concrete columns with inadequatelap spices by the use of rectangular steel jackets[J]. Earthquake Spectra, 1996, 13(4): 693- 714.
  • 9[9]TOMII M. Non- hooped reinforced concrete columns andbeam -to- column connections laterally confined in bellowssquare steel tube[A]. Proceedings of Tom Paulay Symposium[C]. La Jolla, California, September,1993:20- 22.
  • 10[10]ACI 318- 99/ACI 418R 99 Building code requirements for reinforced concrete and commentary[S]

共引文献112

同被引文献11

  • 1戴国莹.现有建筑抗震鉴定及加固技术（一）──抗震鉴定及加固的基本要求[J].建筑科学,1995,11(1):75-80. 被引量：20
  • 2魏洋,吴刚,吴智深,蒋剑彪,顾冬生.CFRP加固混凝土短方柱抗震性能试验研究[J].工程抗震与加固改造,2007,29(1):33-38. 被引量：12
  • 3孙彦仕.[D].西安:西安建筑科技大学,1991.
  • 4Saatcioglu M, Yalcin C. External Prestressing Concrete Columns for Improved Shear Resistence [ J ], Journal of StructureEngineering, ASCE, 2003, 129(8): 1057～ 1070.
  • 5Aboutaha R S, Engelhardt M D, Jirsa J O, Kreger M E.Rehabilitation of Shear Critical Concrete Columns by Use of Rectangular Steel Jackets[ J], ACI Structure Journal, 1999,96(1): 68 ～ 78.
  • 6Priestley M J N, Seible F, Xiao Y, Verma R. Steel Jacket Retrofitting of Reinforced Concrete Bridge Columns for Enhanced Shear Strength. Part 1: Theoretical Consideration and Test Design[J], ACI Structure Journal, 1994, 91(4):394 ～ 405.
  • 7ANSYS Element Reference [ M ]. Electronic Release, SAS IP, Inc., 1998.
  • 8过镇海 张秀琴 翁义军.箍筋约束混凝土的强度和变形[A]..唐山地震十周年中国抗震防灾论文集[C].北京:城乡建设部抗震办公室,1986.143-150.
  • 9ANSYS Theory Reference[M]. Electronic Release, SAS IP,Inc., 1998.
  • 10任富栋,梁少雄,田家骅,钟益村.钢筋混凝土框架柱外包角钢加固方法的试验研究[J]建筑结构学报,1986(01).

引证文献2

二级引证文献2

基建优化
2004年 第5期

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