Based on the Theory of Thin-Walled Bar Flexure-Torsion Analysis of the Oblique Combined Structure

Abstract:

This paper assumes that a row of the frame, shear wall structure as affected by lateral bending and torsion modules coupling effect of thin-walled members, through the floor to work together to establish a collaborative analysis of structural bias of the Hamiltonian on the dual system, with precise integration method for the numerical solution of high-precision systems, analysis of bias is given a set of construction the structure of collaborative work. The results make the structure more in line with the actual deformation.

• Periodical: Applied Mechanics and Materials (Volumes 55-57)
• Pages: 2122-2125
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.55-57.2122
• Online since: May 2011
• Authors: Dong Xia Yuan, Xiao Bin Han, Qi Ping Hu, Li Peng Zhou
• Keywords: Coupling of Flexure-Torsion, Hamilton Duality Solution System, Oblique Combined Structure

References

[1] n Song, Long Yuqiu HAMILTONIAN SOLUTION SYSTEM FOR THIN PLATES AND ITS VARIATIONAL PRINCIPLE. ENGINEERING MECHANICS. 2004 21(3).

[2] ZhouJian; High-rise structure mechanics[M]. Mechanical industry press, 2006, 1(In Chinese).

[3] Zhong wanxie; Applied mechanics of mathematics method [M]. Higher education press. (In Chinese).

[4] Trahair N S. Flexural-torsional buckling of structures[M]. London: E&FN SPON, (1993).

[5] A.A. Ghobarah, W.K. Tso. A nonlinear thin-walled beam. theory[J] nternational Journal of Mechanical Secinces, Vol. 13, 1025-1038.

[6] N. Silvestre, D. Camotim. First-order generalised beam theory for arbitrary orthotropicmaterials[J]. Thin-Walled Structures, 2002, 40: 755–789.

DOI: 10.1016/s0263-8231(02)00025-3