Static Analysis on Integrated Building of Steel Structure with Wind Turbines under Equivalent Wind Load

Ying Yang; Guo Ping Chen; Xiao Jun Guan

doi:10.4028/www.scientific.net/AMR.639-640.133

Paper Titles

Engineered Wood in Cold Climate - Application to Monitoring of a New Swedish Suspension Bridge
p.96

Research on Mechanical Properties and Engineering Application of Modern Timber Structure
p.105

Selection of Ground Motions for Performance-Based Seismic Assessment of Structures
p.111

Parametric Identification of Nonlinear Devices for Seismic Protection Using Soft Computing Techniques
p.118

Static Analysis on Integrated Building of Steel Structure with Wind Turbines under Equivalent Wind Load
p.133

Integrated Light Steel Structure Housing: A Low Carbon Housing Structure System of High Durability
p.137

Experimental Research on Integral Structure of Light Steel Temporary Buildings
p.141

Experimental Research on Behavior of Composite Beams of Steel-Reinforced Recycled Concrete
p.145

The Dynamic Performance and Stability Analysis of Prestressed Arch-Supported Net Shell Structures
p.149

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 639-640Static Analysis on Integrated Building of Steel...

Static Analysis on Integrated Building of Steel Structure with Wind Turbines under Equivalent Wind Load

Abstract:

More and more attention has been paid on the development and utilization of new energy sources, as the global energy crisis escalated. Combined with the concept of wind energy generation and High-raise steel structure, a new type of building structure is proposed integrating high-rise steel structure with vertical axis wind turbines. Static analysis under equivalent wind load of seven different wind pressures were carried out on two models, one with wind turbines and the other one without. The feasibility of this new structure was verified preliminarily by comparing analysis results.

You might also be interested in these eBooks

Advances in Civil Infrastructure Engineering

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 639-640)

Pages:

133-136

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.639-640.133

Citation:

Cite this paper

Online since:

January 2013

Authors:

Ying Yang, Guo Ping Chen, Xiao Jun Guan

Keywords:

ANSYS, Static Analysis, Steel Structure, Wind Turbine (WT)

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Shaofan Chen, Design principles of steel structure, second ed., Science Press, Beijing, 2001.

Google Scholar

[2] Xuejun Zhou, Lu Chen, Hui Qu, Effects of layout of braces for multistory and high rise steel structures on lateral stiffness of frames, Steel structure, 66 (2003)51-54.

Google Scholar

[3] Tim Sharpe, Gordon Proven, Crossflex: Concept and early development of a true building integrated wind turbine, Energy and Buildings, 42 (2010) 2365–2375.

DOI: 10.1016/j.enbuild.2010.07.032

Google Scholar

[4] Xiaojun Guan, Guoping Chen, Ying Yang, Static Analysis of Wind Energy Building under the Action of Equivalent Wind Load, Applied Mechanics and Materials, 2011,94-96, 1569-1572.

DOI: 10.4028/www.scientific.net/amm.94-96.1569

Google Scholar

[5] GB50009-2001, Loading Code for Design of Building Structures, China architecture & building PRESS, Beijing, 2002.

Google Scholar

[6] Xiaojiang Shang, Feng Qiu, Haifeng Zhao, The structural response under wind load, Advanced ANSYS finite element analysis method and application examples, second ed., China WaterPower Press, Beijing, 2008:370-388.

Google Scholar

[7] GB 50011-2010, Code for seismic design of buildings, China architecture & building PRESS, Beijing, 2010.

Google Scholar