Paper Title:
Frequency Domain Analysis on Horizontal Wind-Induced Dynamic Responses of Light-Weight Steel Structures with Gabled Frames
  Abstract

Wind-induced dynamic responses of light-weight steel structures with gabled frames are significant because of their light weight, small stiffness and long natural period, according to Reference [1]. While the current "Technical specification for steel structure of light-weight buildings with gabled frames" (CECS102:2002) and "Lode code for the design of building structures” (GB50009-2001) generally don’t consider the wind-induced vibration influence of gabled frames. Based on rational model, the light-weight steel structure with gabled frame subjected to wind load is simulated by finite element software. The numerical simulation about horizontal wind-induced vibration response is carried out. Calculated results show that the influence of horizontal fluctuating wind load is harmful for light-weight steel plants with gabled frames and suggest that more attention should be paid in design.

  Info
Periodical
Chapter
Chapter 6: Frontiers of Manufacturing and Design
Edited by
Dongye Sun, Wen-Pei Sung and Ran Chen
Pages
3610-3614
DOI
10.4028/www.scientific.net/AMM.71-78.3610
Citation
D. Z. Liang, X. J. Song, "Frequency Domain Analysis on Horizontal Wind-Induced Dynamic Responses of Light-Weight Steel Structures with Gabled Frames", Applied Mechanics and Materials, Vols. 71-78, pp. 3610-3614, 2011
Online since
July 2011
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Price
$32.00
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