Study on Wind Load Performance for L Type Aerial Work Suspended Platform

Article Preview

Abstract:

Based on the wind load calculation model increases Suspended Platform vibration characteristics of wind vibration coefficient, and gets Suspended Platform natural vibration period and inherent frequency by ANSYS finite element modal analysis, then determines the wind vibration coefficient, calculates the wind load of Suspended Platform in working state and non-working state. Aiming at three different conditions, analyzes the platform structure in the wind load the stress intensity and deformation. Through analysis to finds the most dangerous positions of Suspended Platform in three different conditions, provides effective references for the L Type Suspended Platform in wind-resistant design and optimization design.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 479-481)

Pages:

2013-2016

Citation:

Online since:

February 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] K. Zhang, L. Zhao, J. Sun, Y.H. Wu and H.Y. Yu: Journal of Shenyang Jianzhu University Vol. 4 (2010), p.772–774, in Chinese.

Google Scholar

[2] G.Q. Yin: Water Conservancy and Electric Power Machinery Vol. 2 (2000), p.30–32, in Chinese.

Google Scholar

[3] General Administration of Quality Supervision, Inspection and Quarantine of the People's Republic of China. GB3811-2008 Design rules for cranes[S].Beijing: Standards Press of China, 2003.

Google Scholar

[4] J.C. Zhang, J. Wang: Bridge Machinery and Construction Technology Vol. 4 (2007), p.41–43, in Chinese.

Google Scholar

[5] Y.H. Wu, G.C. Song and K. Zhang: Journal of Shenyang Jianzhu University Vol. 3 (2010), p.557–559, in Chinese.

Google Scholar

[6] K. Zhang, J. Tong, Y.H. Wu: Journal of Shenyang Jianzhu University Vol. 3 (2008), p.490–493, in Chinese.

Google Scholar