Modal and Wind Vibration Analysis about Steel Chimney Outer Wall with a Spiral Guide Plate Based on Workbench

Xu Lei Deng; Jia Ning He; Chao Zhang; Jin Song Li; Yan Li

doi:10.4028/www.scientific.net/AMM.508.215

Paper Titles

PI Controller Design for DFIG Wind Power Generation System RSC Based on PSO Algorithm
p.196

Research on Mechanical Properties of Diesel Generator with Loop Shaping Optimization Control for Islanded Microgrid Frequency
p.200

Design Research on Pressure Vessel of Automobiles Assembly Shop
p.204

Influence of Axial Load on the Seismic Behavior of RC Beam-Column Joints with Wide Beam
p.208

Modal and Wind Vibration Analysis about Steel Chimney Outer Wall with a Spiral Guide Plate Based on Workbench
p.215

Micro-Vibration Mechanism of Micro-Gears Fault Diagnosis Based on Fault Characteristics and Differential Evolution Wavelet Neural Networks
p.219

Research and Application of Energy Saving Technology in Textile Warp Slashing Process
p.223

Energy Saving Benefit Evaluation of Zone and Time Control Heating for One College
p.227

Short-Term Load Forecasting of Microgrid by a New Advanced Prediction Strategy
p.231

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 508Modal and Wind Vibration Analysis about Steel...

Modal and Wind Vibration Analysis about Steel Chimney Outer Wall with a Spiral Guide Plate Based on Workbench

Abstract:

This paper analysis a steel chimney outer wall with a spiral guide plate. Through calculation the steel chimney structure modal, self-vibration and wind vibration frequency verify this steel chimney can reduce the wind load impact on the chimney and flange connection. Achieve a method of improved the strength of chimney structure. The chimney under wind load resonant frequency band is reduced effectively and obtained a more stable exterior structure, offered basis for steel chimney transform in wind vibration problem.

You might also be interested in these eBooks

Research on Energy Material, Chemical Engineering and Mining Engineering II

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volume 508)

Pages:

215-218

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.508.215

Citation:

Cite this paper

Online since:

January 2014

Authors:

Xu Lei Deng, Jia Ning He*, Chao Zhang, Jin Song Li, Yan Li

Keywords:

Model Analysis, Spiral Guide Plate, Steel Chimney, Wind Vibration, Workbench

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] GB50135-2006, Code for Design of Tall-slender Structures [S]. Beijing: China Planning Press, (2007).

Google Scholar

[2] GB50051-2002, Design Code for the Chimney Structure [S]. Beijing: China Architecture & Building Press. (2003).

Google Scholar

[3] GB50017-2003, Design Code for the Steel Structures [S]. Beijing: China Architecture & Building Press, (2003).

Google Scholar

[4] Tschanz T, Davenport A.G. Experimental and theoretical approaches to the non-linear response of buildings to high wind [A]. 4th US National Conference on Wind Engineering Research[C]. Seattle, Wa, USA, (1981).

Google Scholar

[5] GB50009-2001, Load Code for the Building Structure Standard [S]. Beijing: China Architecture & Building Press, (2001).

Google Scholar

[6] G SOLARI. 3-D response of buildings to wind action [J]. Journal of Wind Engineering Industrial Aerodynamics, 1986, 23: 379-393.

DOI: 10.1016/0167-6105(86)90056-5

Google Scholar

[7] Zhang Xiangting. The manual of wind load theory and wind resistant calculation in engineering structure [M]. Shanghai: Tongji University Press, (1990).

Google Scholar