Numerical Analysis of High-Rise Steel Structure with Wind Turbines under Earthquake Action


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The utilization of new energy sources, like wind power, has become more and more popular as the global energy crisis escalated. Preliminary mechanical analysis was done to verify the feasibility of a new type of building structure, integrated high-rise steel structure with vertical axis wind turbines. Time history analysis under the action of EI-Centro earthquake wave and Wenchuan earthquake wave were carried out on the model with wind turbines and the other one without. The seismic behavior of this new structure was analyzed.



Edited by:

Yun-Hae Kim and Prasad Yarlagadda




Y. Yang et al., "Numerical Analysis of High-Rise Steel Structure with Wind Turbines under Earthquake Action", Applied Mechanics and Materials, Vols. 278-280, pp. 216-219, 2013

Online since:

January 2013




[1] 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. (in Chinese).

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


[3] 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. (in Chinese).

[4] GB 50011-2010, Code for seismic design of buildings, China architecture & building PRESS, Beijing, 2010. (in Chinese).