Paper Title:
A New Design Idea on Steel Frame - The Active Semi-Rigid Connection Design Method
  Abstract

The type of beam-to-column connection in framework structure is determined beforehand in analyzing the frame structure using traditional design method. But it is not comprehensive and exact following that idea. It is difficultly to find the better and more proper design result such as the type of beam-to-column connection and the section of member in many viable design results. Therefore, a new design idea on steel frame -- the active semi-rigid connection design method is advanced in this paper. And some examples on the active semi-rigid connection design and the active semi-rigid connection optimal design are showed. From results, the type of semi-rigid connection makes an important effect on the mechanical behavior of the frame; it will cause the mechanical behavior of the frame to change obviously. And it will be got a better optimal result which considering more comprehensively in the whole frame view based on semi-rigid connection optimal design.

  Info
Periodical
Chapter
Chapter 3: Frontiers of Civil Engineering
Edited by
Dongye Sun, Wen-Pei Sung and Ran Chen
Pages
1776-1781
DOI
10.4028/www.scientific.net/AMM.71-78.1776
Citation
J. N. He, Z. Wang, "A New Design Idea on Steel Frame - The Active Semi-Rigid Connection Design Method", Applied Mechanics and Materials, Vols. 71-78, pp. 1776-1781, 2011
Online since
July 2011
Export
Price
$32.00
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