Numerical Analysis of Wind Load for Multi-Span Double-Pitch Light Steel Roofs

Xin Lei Song; Cheng Wei Huang; Jian Zhen; Qiong Xian Gao

doi:10.4028/www.scientific.net/AMR.838-841.324

Paper Titles

Experimental Study of Steel Strips-Strengthened Masonry Panels
p.297

Distortional Buckling Control of Cold-Formed Lipped Channel Columns with Web Stiffener
p.308

Structural Stress Based Fatigue Analysis Method for Plane Steel Gate
p.314

The Impact Analysis of Bearing Capacity of Steel Reaction Column on Eccentric Problems in Integrally Lifting of Yuzhen Palace
p.319

Numerical Analysis of Wind Load for Multi-Span Double-Pitch Light Steel Roofs
p.324

Reliability Analysis of Cable Structure Based on Parametric Design Language
p.328

Comparison of Numerical Methods for Piled Raft Foundations
p.334

Dynamic Response Analysis of Single-Layer Spherical Reticulated Shell under Horizontal Impact Load
p.342

Research on Residual Stress for Hull Plate in Cold Forming
p.347

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 838-841Numerical Analysis of Wind Load for Multi-Span...

Numerical Analysis of Wind Load for Multi-Span Double-Pitch Light Steel Roofs

Abstract:

This paper uses numerical simulation to simulate wind field for closed two-span double-pitch light steel roof under different pitches. Simple computing methods are given for local shape coefficient of wind load through comparing and analyzing the results of numerical simulation and standard values, which can provide some reference for the design.

You might also be interested in these eBooks

Civil, Structural and Environmental Engineering

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 838-841)

Pages:

324-327

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.838-841.324

Citation:

Cite this paper

Online since:

November 2013

Authors:

Xin Lei Song*, Cheng Wei Huang, Jian Zhen, Qiong Xian Gao

Keywords:

Light Steel Roof, Numerical Simulation, Turbulence Model, Wind Pressure Coefficient

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Xiaokun Jing, Yuanqi Li State-of-the-art: Research on Wind-resistant Design of Light-weight Steel Structures [J]. Shanghai: Sichuan Building Science, (2012).

Google Scholar

[2] Chengqi Wang: Investigation on Wind-induced Vibration of Long-span Steel Trussed Arch Bridges [D]. Chongqing: Doctoral Thesis of Chongqing University, (2011).

Google Scholar

[3] GB50009-2012 Load Code for the Design of Building Structures [S]. Beijing: China Architecture & Building Press, (2012).

Google Scholar