Joint’s Connected Forms of Prefabricated Concrete Frame Structure

Article Preview

Abstract:

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 prefabricated concrete frame structure beam-column connection form and seismic performance.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

811-814

Citation:

Online since:

December 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Liu. Z.Y, Ying H.Q. Introduction on Construction Methods of Fabricated Concrete Frame Joists. Tongji University, Shanghai 200092, 2008,China.

Google Scholar

[2] Dong. T.F, LI. Z.B, Zhou .X.Y. Studies on pre-cast concrete frame structure and its anti-seismic performance. Beijing Key Lab of Earthquake Engineering and Structural Retrofit, Beijing University of Technology,100024,Beijing; Hebei University of Engineering, 056038,Handan,He'bei,2006,China

DOI: 10.18178/ijscer.4.3.254-258

Google Scholar

[3] Wang. D.Y, Cao D, Li .Z.B. Nonlinear Finite Element Analysis Of Unbonded Post Tensioned. Beijing Key Lab Of Earthquake Engineering and Structurad Retrofit, Beijing University of Technology , Beijing,2008, China.

Google Scholar

[4] Li .Z.B Wang .D.Y, Guo .E.W, Shi .L.Y. Experiment of Hybrid Precast Unbounded Post-tensioned Concrete Beams. Beijing Key Lab of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100022;Technical Center, China State Construction Energy Corp, Beijing 101300,China.

DOI: 10.18178/ijscer.4.3.254-258

Google Scholar

[5] Wang .D.Y, Li .Z.B, Liu .H.B. Strengthening Experiment Research of Hybrid Precast Unbounded Post-tensioned Concrete Beams. Beijing Key Lab of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100024.

DOI: 10.18178/ijscer.4.3.254-258

Google Scholar