Beams and Column's Connected Forms of Unbonded Precast Concrete Frame Structure

被引:0
作者
Han Jian-qiang [1 ]
Liu Yang [1 ]
机构
[1] Civil Engn Hebei Union Univ, Earthquake Engn Res Ctr Hebei Prov, Tangshang 063009, Peoples R China
来源
2013 FIFTH INTERNATIONAL CONFERENCE ON MEASURING TECHNOLOGY AND MECHATRONICS AUTOMATION (ICMTMA 2013) | 2013年
关键词
precast; frame structure; seismic performance; connection;
D O I
10.1109/ICMTMA.2013.86
中图分类号
TP [自动化技术、计算机技术];
学科分类号
0812 ;
摘要
With the advance of China's urbanization, the quantity and quality requirements for residential buildings are getting higher and higher, the housing industry is an important way to promote China's urbanization. The prefabricated concrete structures of the technical development and promotion is an important means to achieve housing industry .And to research a reasonable form of beam-column connection is the top priority of the prefabricated concrete structures research and promotion. This paper summarizes the recent year's domestic unbonded post-tensioned prefabricated concrete frame structure beam-column connection form and seismic performance.
引用
收藏
页码:338 / 340
页数:3
相关论文
共 5 条
  • [1] Dong Ting-feng, 2006, Journal of Beijing University of Technology, V32, P144
  • [2] Li Zhen-bao, 2006, Journal of Beijing University of Technology, V32, P895
  • [3] Liang Peixin, EXPT STUDY NEW PREFA
  • [4] Wang Dongyan, 2008, NONLINEAR FINITE ELE
  • [5] Wang Dongyan, 2009, SEISMIC PERFORMANCE