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中高层组合砌体结构体系的试点应用与开发 被引量:2

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摘要 中高层组合砌体结构体系的试点应用与开发吴克彬黄勇(甘肃第一建筑工程有限责任公司中高层砖墙与混凝土剪力墙组合砌体结构体系(简称为中高层组合砌体结构),是指在砌体结构中,适当设置少量沿高度贯通的钢筋混凝土剪力墙,并与构造柱及现浇楼板、圈梁和砌体共同构成具...
作者 吴克彬 黄勇
出处 《建筑技术开发》 1997年第4期21-23,共3页 Building Technology Development
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  • 1王万钊,杨秀凤,周惟,闻欣如,费舜笠,詹晋国.砖墙与混凝土剪力墙混合结构八层建筑模型抗震性能试验研究[J].建筑科学,1996,12(1):10-17. 被引量:18
  • 2WEI D M, DAI L L. The seismic response of a base- isolated building of the masonry and concrete composite structure [J]. Journal of South China University of Technology.. Natural Science Edition, 2001, 29 (10) : 73-76.
  • 3WEI D M, LI L B. Analysis of 3-dimension dynamic response of composite structure under seismic load [J]. Journal of South China University of Technology: Natural Science Edition, 2002,30 (12) : 67-70.
  • 4SPACONE E, SHERIF E T. Nonlinear analysis of steel-concrete composite structures: stateof the art[J]. Journal of Structural Engineering, 2004, 130 (2): 159-166.
  • 5PARK Y J, ANG A H S. Mechanistic seismic damage model for reinforced concrete [J]. Journal of Structural Engineering,1985, 111(4): 722-739.
  • 6WILSON E L, PENZIEN J. Evaluation of orthogonal damping matrix [J]. Journal for Numerical Methods in Engineering, 2004,4(1) :5-10.
  • 7BAGCHI A. Ivaluation of the seismic performance of reinforced concrete buildings [D]. Canada:Carleton University, 2001 : 9-25.
  • 8TAYEBI K A. Ivaluation of fround motion intensityresponse relation for performance-based design of frame buildings[D]. New York: Cornell University, 20021 25-42.
  • 9PETER K, BADOUX M. Application of the capacity spectrum method to RC buildings with bearing walls [C]// Proceedings Of 12th WCEE,Jan 30-Feb 4, 2000, Auckland, New Zealand. [S. l. ]: IEEE, 2000: 1027-1036.
  • 10REQUENT M. Evaluation of a simplified method for the determination of the nonlinear seismic response of RC frames[C] // Proceedings of 12'hWCEE, Jan 30-Feb 4, 2000, Auckland, New Zealand. [S.l. ]: IEEE, 2000.- 1638-1651.

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