Different Types Cross Section Columns Combination of Multi-Layer Steel Frames Optimum Design Analysis

Article Preview

Abstract:

In order to study the feasibility of different types cross section columns combination of multi-layer steel frames optimum design, considering the basic cycle, the first layer shear-weight ratio, steel weight of structure and other factors to establish different types of models. Through the each model fees of different engineering cost quota, then from cost of the project perspective to analyze the optimum design of multi-layer steel frames. The analysis results: Two kinds of calculations of the project cost of each model’s main structure are different, the project cost quota of Guangxi mainly depends on steel weight of each component type, but the project cost quota of Osaka region general considering the component types and cost of material and processing fees which are determined by section types, and welding quantity is single calculated, model CM4 corresponds well. On the whole, model CM4 has the lower expenses. So Guangxi district should refining component types and section types and then determine production and installation fees.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 1006-1007)

Pages:

61-65

Citation:

Online since:

August 2014

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Kequan Cai, Lizong Huang. Design and application of triangular added damping and stiffness frame[J] . Progress in steel building structure , 2002 (2); 16-23.

Google Scholar

[2] Hiroyuki TAGAWA, Gregory MACRAE, Laura LOWES. Evaluation of seismic response of multi-story structures using dynamic stability coefficients [J]. Journal of Structural and Construction Engineering (Transactions of AIJ), 2007, 618(8): 65-72. (In Japanese).

Google Scholar

[3] Mingyong Jing, Xinhua Guo, Jianyun Guo. Comparsion analysis of multi-layers steel frame cross section[J]. steel structure(supplement)2010: 720-723.

Google Scholar

[4] Jing Zou, Dewen Liu, Yuanqi Li. Engineering cost and synthesis economic performance of multi-layer steel structure[J]. Sichuan Building Science, 2010, 36(1)49-51.

Google Scholar

[5] Code of valuation with public building[S]. Japan Ministry of Communications, 2008, 3, 16-18.

Google Scholar

[6] Code of valuation with bill quantity of construction works(GB50500-2008)Guangxi Zhuang Autonomous Region detail implement rule[S]. 2008, 245-248.

Google Scholar