Analyze of the Seismic Behavior of Wind Energy Building

Xiao Jun Guan; Guo Ping Chen; Ying Yang

doi:10.4028/www.scientific.net/AMR.368-373.934

Paper Titles

Random Earthquake Response Analysis of Eccentric Structure with Base Isolation
p.915

Ground Motion Analysis in Nonlinear Soil Site with Random Media
p.920

Transverse Vibration Analysis of Buried Pipeline under Earthquake Interaction
p.926

Analysis of Deformation for PC Thin-Wall Box Girders Exposed to Fire
p.930

Analyze of the Seismic Behavior of Wind Energy Building
p.934

Comparative Study of SDOF Response between Viscous Damping and Complex Damping Model
p.938

Calculation on Crack Resistance Capacity of Abnormal Interior Joints in Reinforced Concrete Frame Structures
p.942

Basic Principal and Design Methodology of Progressive Storey Collapse Resistance in a New Type RC Twin-Frame Structure
p.946

Formation Mechanism and Stability Analysis of Bei’an-Heihe Expressway Expansion Project K178 Landslide
p.953

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 368-373Analyze of the Seismic Behavior of Wind Energy...

Analyze of the Seismic Behavior of Wind Energy Building

Abstract:

In the recent years, the wind energy building is rapidly developed world wide as a new kind of building style, for its low price and it’s friendly to environment. The wind energy building a combination of wind power and buildings, it could turn wind power into electric energy, which also could relieve the energy scarcity problem to some extent. The wind driven generator and high-rise building structure were integrated, and ANSYS was used to complete the analysis of the behaviors of structures with and without wind generator, under EI-Centro earthquake wave and Taft earthquake wave. By comparing the results of those two models, the feasibility of the wind energy and building integration was verified.

You might also be interested in these eBooks

Advances in Civil Engineering and Architecture Innovation

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 368-373)

Pages:

934-937

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.368-373.934

Citation:

Cite this paper

Online since:

October 2011

Authors:

Xiao Jun Guan, Guo Ping Chen, Ying Yang

Keywords:

ANSYS, Earthquake Action, Time History Analysis, Wind Energy Building

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] GB50009-2001，Loading Code for Design of Building Structures, Beijing: china architecture & building PRESS, 2002. (In Chinese)

Google Scholar

[2] Xilin Lv, Guofang Jin, Xiaohan Wu. Non-linear Finite Element Theory and Application of Reinforced Concrete Structure, Shanghai: Tongji University PRESS，1997.5.（Page.72） (In Chinese)

Google Scholar

[3] GB 50011-2001, Earthquake Resistant Design Code

Google Scholar