Paper Title:
Precise Mechanics Behavior Analysis Method of Mega Members and Nodes in Steel Mega-Frame Structures
  Abstract

In this paper, a 4-node reduced integration shell element, which has high accuracy and computing efficiency, is adopted to simulate the mega members and nodes. A precise nonlinear response analysis method of steel mega members and nodes in steel mega-frame structures based on 3-D shell element model is given. The parallel computation technique in MSC.Marc is explored to the method to reduce the computing time. The reliability of the method and the efficiency of the parallel computation technique in reducing the computing time are checked by examples.

  Info
Periodical
Edited by
Daizhong Su, Qingbin Zhang and Shifan Zhu
Pages
514-517
DOI
10.4028/www.scientific.net/KEM.450.514
Citation
L. X. Zhang, F. Y. Guo, G. L. Xu, W. X. Du, "Precise Mechanics Behavior Analysis Method of Mega Members and Nodes in Steel Mega-Frame Structures", Key Engineering Materials, Vol. 450, pp. 514-517, 2011
Online since
November 2010
Export
Price
$32.00
Share

In order to see related information, you need to Login.

In order to see related information, you need to Login.

Authors: Cheng Jie Ye, Zao Liang Gao
Chapter 1: High Strength High Performance Materials and New Structural System
Abstract:In this paper,a two-way winding-beam space-harmonic excitation beam string under the action of the dynamic response has been studied to...
3
Authors: Jia Qi Jin, Yu Wang, Hai Quan Zeng
Chapter 3: Advanced Information Technology
Abstract:Based on the large general finite element analysis software ANSYS Workbench, a type of large electrostatic precipitator main bearing parts...
394
Authors: Ting Cai, Xun An Zhang, Li Ding, Ke Peng Cheng
Chapter 2: Applied Mechanics, Geo Science, Building, Structural and Civil Engineering
Abstract:The dynamic characteristics and the control performances of Mega-Sub Controlled Structure Systems (MSCSS) is investigated in the paper. The...
131