Mechanical Behavior Research for the Interior Joint of New Light-Weight Portal Rigid Frame (II)

Article Preview

Abstract:

Based on nonlinear finite element structural analysis method, finite element analysis software of SAP2000 is used in the analysis of middle column divided into two parts on the top the mechanical behavior with prestressed cable for portal frame. In order to consider the effect to force performance, the articulated and rigid in the column base, forking geometric parameters and the cable initial prestressed value parameters of the new structure are studied. The calculation results show that its avail for the frame if the angle of the dividing is thirty. Initial prestressed value of the cable is not the bigger the better and there are different best values in different angles of the bifurcation. In addition, some corresponding design proposal is obtained according to the analysis of the internal force.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

454-459

Citation:

Online since:

August 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

Ā© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Simitses G J. An Introduction to the Elastic Stability of Structures. New Jensey: Prentice hall, (1976), pp.14-17.

Google Scholar

[2] Chen W F. Lui E M. Structural Stability-Theory and Implementation. New York, (1987), pp.4-9.

Google Scholar

[3] Chen Ji. Stability theory and design of steel. Beijing: Science Press, (2003), pp.1-28(In Chinese).

Google Scholar

[4] Chen Shaofan, Zhou Minhui, Gu Qiang: Journal of Xi'an University of Architecture and Technology, (3), (1998), pp.209-212(In Chinese).

Google Scholar

[5] Gu Qiang, Zhou Minhui: Journal of Xi'an University of Architecture and Technology, (3), (1998), pp.205-208(In Chinese).

Google Scholar

[6] Ricles J.M. etc. Experimental Evaluation of Earthquake Resistant Posttensioned Steel Connections, J. Struct. Engrg., 128(7), (2002), pp.850-859.

DOI: 10.1061/(asce)0733-9445(2002)128:7(850)

Google Scholar

[7] Xiao Y Anderson J, Wu Y T: Proceedings of the 4th US-Japan Workshop on Performance Based Design of RC Structures. Toba: (2002), pp.23-24.

Google Scholar

[8] Xiao Y Anderson J C, Yaprak T T: Composite and Hybrid Structures. In: Proceedings of the 6th ASCCS Conference,LosAngeles: Xiao Y Mahin S, (2002), pp.383-392.

Google Scholar

[9] Parra-Montesinos, G, Weight J.K. : Journal of Structural Engineering, 2001, 127(1), pp.3-11.

Google Scholar

[10] Tong Genshu, Hu Ddming, Yao Jian: Building structure, (26), (1999), pp.3-8(In Chinese).

Google Scholar

[11] Huang Zhi, Jiang Lizhong, Zhou Wangbao: Review Form of 2012 International Symposium on Polymer Composites and Polymer Testing (ISPCPT 2012) March, 16-18, (2012), pp.388-392.

Google Scholar

[12] Civil King Software Technology Co., Ltd., China Institute of Building Standard Design & Research. Chinese version of the user guide for SAP2000. Beijing: China Communications Press. (2006), pp.573-593(In Chinese).

Google Scholar