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R.C.框架短柱的粘结开裂破坏强度 被引量:2

Bond-Failure Strength of Reinforced Concrete Short Columns
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摘要 本文主要探讨钢筋混凝土框架短柱的粘结开裂破坏行为。通过对21个试件在反复荷载和单调荷载作用下的试验研究,分析了粘结开裂破坏的发生条件,提出了与试验结果符合较好的强度计算式,并对框架短柱的设计提出了建议。 This paper deals with the bond-crack-failure of R. C. short col- umns. Based on investigation of the experimental data of 21 sp- ecimens under the cyclic or monotonous lateral loading, the au- thors analyse the condition under which the bond-crack-failure occurs, and present a formula for calculating the failure strength which is in good agreement with the experimental results. sug- gestions for the design of short columns are presented.
作者 李力 陈家夔
出处 《西南交通大学学报》 EI CSCD 北大核心 1989年第3期42-48,共7页 Journal of Southwest Jiaotong University
关键词 钢筋混凝土 框架 粘结 短柱 强度 reinforced concrete bond bond-crack short columns strength
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  • 1姜维山,白国良.配复合箍、螺旋箍、X形筋钢筋砼短柱的抗震性能及抗震设计[J].建筑结构学报,1994,15(1):2-16. 被引量:51
  • 2张先进,陈家夔.在高轴压和循环剪力作用下钢筋混凝土框架短柱的抗剪性能[J].西南交通大学学报,1989,24(1):60-67. 被引量:6
  • 3刘佩玺,徐永清,刘福胜.钢筋混凝土结构粘结滑移分析在ANSYS中的实现[J].山东农业大学学报(自然科学版),2007,38(1):125-130. 被引量:14
  • 4Zhao B, Tancer F, Rossetto T. Field investigation on the performance of buildings during the 12 may 2008 Wenchuan earthquake in China [J]. Engineering Structures, 2009, 31(8): 1707- 1723. 被引量:1
  • 5Ichinose T. Splitting bond failure of columns under seismic action [J]. ACI Structural Journal, 1995, 92(5): 1-8. 被引量:1
  • 6Papazoglou A J, Elnashai A S. Analytical and field evidence of the damaging effect of vertical earthquake ground motion [J]. Earthquake Engineering and Structural Dynamics, 1996, 25(10): 1109-1137. 被引量:1
  • 7Kitagawa Y, Hiraishi H. Overview of the 1995 Hyogoken Nanbu earthquake and proposals for earthquake mitigation measures [J]. Journal of Japan Association for Earthquake Engineering, 2004, 4(3): 1-29. 被引量:1
  • 8Sasani M. Life-safety and near-collapse capacity models for seismic shear behavior of reinforced concrete columns [J]. ACI Structural Journal, 2007, 104(1): 30- 38. 被引量:1
  • 9Ohue M, Morimoto H, Fujii S. The behavior of RC short columns failing in splitting bond-shear under dynamic lateral loading [J]. Transactions of the Japan Concrete Institute, 1985(7): 293-300. 被引量:1
  • 10Bayrak O, Sheikh S A. Confinement reinforcement design considerations for ductile HSC columns [J]. Journal of Structural Engineering, ASCE, 1998, 124(9): 999-1010. 被引量:1

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