Paper Title:
Dynamic Performance Analysis of Roof Structure with Steel Tubular Arch-Truss
  Abstract

An arch-truss roof structure with circular steel tube is applied to a gymnasium, which is supported by two three-dimensional trusses with square steel tubular, and the connections between arch-truss and spatial truss are set to hinged supports. Natural frequency and modes of this overall roof structure are analyzed, and time-procedure analysis is acted by applying ANSYS software. The analysis results demonstrate that this roof structure has larger stiffness, and its maximum node displacement under earthquake can meet the requirements.

  Info
Periodical
Advanced Materials Research (Volumes 255-260)
Edited by
Jingying Zhao
Pages
1781-1784
DOI
10.4028/www.scientific.net/AMR.255-260.1781
Citation
J. Yuan, "Dynamic Performance Analysis of Roof Structure with Steel Tubular Arch-Truss", Advanced Materials Research, Vols. 255-260, pp. 1781-1784, 2011
Online since
May 2011
Authors
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Price
$32.00
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