Paper Title:
In-Plane Buckling Analysis of Gabled Arch Frame Steel Building
  Abstract

In order to study characteristics and rules of the in-plane stability for gabled arch frame steel building, a well-known FEA software package ANSYS has been used to calculate the in-plane buckling of a gabled arch frame which has a span of 30m. The linear and extreme point buckling loads have been obtained under the circumstances of different rise-span ratio, full-span and half-span distributed load and initial deficiency. Then the buckling path for this kind of structure has been given. Finally, the buckling deformation rules were proof and the influence of rise-span ratio, load conditions and initial deficiency were also discussed.

  Info
Periodical
Chapter
Chapter 6: Frontiers of Manufacturing and Design
Edited by
Dongye Sun, Wen-Pei Sung and Ran Chen
Pages
3680-3686
DOI
10.4028/www.scientific.net/AMM.71-78.3680
Citation
J. Li, Y. Q. Wang, T. Chang, F. Shi, "In-Plane Buckling Analysis of Gabled Arch Frame Steel Building", Applied Mechanics and Materials, Vols. 71-78, pp. 3680-3686, 2011
Online since
July 2011
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: Jian Tao Dong, Jun Zhao, Kai Shi
Abstract:As a new long-span space system, the prestressed arch-supported reticulate shell structure performs the advantages of reticulated shell and...
188
Authors: Miao Xin Zhang, Bao Dong Liu, Peng Fei Li, Zhi Mao Feng
Abstract:Corrugated steel plate and surrounding soils are working together to share the load in buried corrugated steel structures. It is complicated...
2112
Authors: Ri Chen Ji, Jun He, Ming Xing Shi
Chapter 23: Meso/Micro Manufacturing Equipment and Processes
Abstract:For the single-track railway concrete-filled steel tube tied-arch bridge, since restrictions of the bridge width will inevitably lead to a...
6079
Authors: You Bao Jiang, Guo Yu Liao
Chapter 2: Structural Engineering
Abstract:Parametric analysis of ultimate loading capacity is performed by the finite element method considering the dual non-linear effects for inner...
954
Authors: Xiao Xin Yan, Shu Fang Yu, Liang Hua Zhao, Zong Ming Li
Chapter 3: Civil Engineering
Abstract:Cable stayed arch bridge is a hybrid arch system which is different with architectural cable-arch and stretch-draw prestressed tendon out of...
931