Dynamic Response Analysis for Space Grid Structure with Different Boundary Conditions

Ying Cai Mu

doi:10.4028/www.scientific.net/AMM.275-277.972

Paper Titles

Numerical Analysis of Bearing Capacity to Q690 Tubular Joints Enhanced by Inner Annular Plate
p.951

The Static Analysis about Complicated-Welded on Tubular Rectangle-Joints
p.956

Study of Shear Deformation's Influence on Deflection of Continuous Composite Box-Girder Bridge with Corrugated Steel Webs
p.961

FRP Truss Bridge Construction Technology Research and Application
p.966

Dynamic Response Analysis for Space Grid Structure with Different Boundary Conditions
p.972

Research on Large-Scale Structure Analysis Considering Time Effect and Route Effect (I): Theory
p.977

Study on Dynamic Response Test of Long Span PC Girder Bridge under the Operating Conditions
p.984

Unit Type Curtain Wall Mullions to Strengthen the Design and Structure Calculations
p.989

The Discussion and Analysis of Light Steel Residential Envelope Structure Energy-Saving Materials
p.994

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 275-277Dynamic Response Analysis for Space Grid Structure...

Dynamic Response Analysis for Space Grid Structure with Different Boundary Conditions

Abstract:

Through the ansys software, we analysised the space truss structures for its dynamic response and observed its formation of frequency diagram . Based on the analysis of the observation ,natural vibration rules of the space truss structure are discussed. In the process of analysis, We got the conclusions of the support conditions of the change and support amount of adjustment to the influence of the space truss structure vibration frequency.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 275-277)

Pages:

972-976

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.275-277.972

Citation:

Cite this paper

Online since:

January 2013

Authors:

Ying Cai Mu

Keywords:

Boundary Condition, Dynamic Response, Natural Vibration, Space Grid Structure

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Liu Tao, master ANSYS, Tsinghua University press, 2002. 09.

Google Scholar

[2] Tu zhenfei, Engineering application examples about ANSYS finite element analysis, China Building Industry Press, 2010. 08.

Google Scholar

[3] Zhang Wenfu, Natural vibration finite element analysis of space truss structure, world earthquake engineering, 2003. 12.

Google Scholar

[4] Zhang Wenfu , Natural vibration analysis of pyramid space grid roof structures , Journal of Daqing Petroleum Institute, 2004. 06.

Google Scholar

[5] Zhang Wenfu, the validation of equivalent sandwich plate method for double-layer space grids by finite element method , Journal of computational mechanics, 2005. 08.

Google Scholar

[6] Dong Shilin, Xia Pengxi, Analysis of orthogonal and ortho-laid space truss as equivalent(sandwich)plate【J】, Journal of building structures, 1982 ( 2, 3) : 85-99.

Google Scholar

[7] Wu Tingting, static and dynamic response analysis of space truss structure, industrial buildings, Vol 40, (2010).

Google Scholar

[8] Zhang Wenfu, grid structure design, Harbin Institute of Technology press, 199.

Google Scholar

[9] lan tian, Zhang Yigang. The seismic design of long-span roof structures [M]. Beijing: China Construction Industry Press, (2000).

Google Scholar