Time-History Analysis of the High-Rise Building Structure Based on ANSYS

Hui Xia Xiong; Chang Yong Wang

doi:10.4028/www.scientific.net/AMM.71-78.2836

Paper Titles

Study on the Environmental Permit of Energy and Coal Chemical Industry Base
p.2814

Study on Effects about the Growth of Summer Maize by Different Furrow Irrigation Way
p.2818

Study on the Environmental Management of Watershed Distinction
p.2822

Research Progress of Photosynthetic Bacteria in Wastewater Treatment
p.2831

Time-History Analysis of the High-Rise Building Structure Based on ANSYS
p.2836

Research on Degradation of Persistent Organic Pollutants- Pentachlorophenol by Mechanochemical
p.2840

Nitrogen and Phosphorus Removal Performance and Characteristics of a Sequencing Batch Moving Bed Biofilm Reactor
p.2844

Cooperative Catalytic Effect Analysis of Visible Light Response Nano-ZnO and TiO₂
p.2848

Program on Treatment of the Landfill Leachate by Onland Planting Reed (Phragmites)
p.2852

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 71-78Time-History Analysis of the High-Rise Building...

Time-History Analysis of the High-Rise Building Structure Based on ANSYS

Abstract:

The dynamic property of a high-rise building structure and time-history analysis under earthquake were analyzed by using the finite element program ANSYS. A modal analysis of the tower was conducted and the first 20 frequencies and modal shapes were obtained. The displacements and inner force under the earthquake were calculated. The result showed that the structural stiffness was enough to sustain earthquake load; and the stiffness distributed equally. These results can provide reliable basis for structural design.

You might also be interested in these eBooks

Frontiers of Green Building, Materials and Civil Engineering

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 71-78)

Pages:

2836-2839

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.71-78.2836

Citation:

Cite this paper

Online since:

July 2011

Authors:

Hui Xia Xiong, Chang Yong Wang

Keywords:

Natural Frequency, Strengthhigh-Rise Building Structure, Time History Analysis

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Code for seismic design of buildings GB50011(China Architecture & Building Press, Beijing2008) , in Chinese.

Google Scholar

[2] N. E. Shanmugam, B. Lakshmi: Journal of Constructional Steel Research Vol. 57 (2001), p.1041–1080.

Google Scholar

[3] M. R. Salamy, H. Kobayashi and S. Unjoh: Asian Journal of Civil Engineering(AJSE) Vol. 6(2005), pp.409-422.

Google Scholar

[4] X. Z. Lu, L. P. Ye and J. G. Teng: Engineering Structures Vol. 27(2005) , pp.564-575.

Google Scholar

[5] Hujia Wang and Hongjun Chen: ANSYS Engineering Analysis Advanced example(China WaterPower Press, Beijing2006) , in Chinese.

Google Scholar

[6] M . R . Salamy, H. Kobayashi and S. Unjoh: Asian Journal of Civil Engineering(AJSE) Vol6(2005), pp.409-422.

Google Scholar

[7] H. T. Hu, F. M. Lin and Y. Y. Jan: Composite Structures Vol63 (2004), pp.271-281.

Google Scholar

[8] X. Y. Xiong, S.S. Wang: Earthquake Engineering and Engineering Vibration Vol 25(2005), pp.55-61. in Chinese.

Google Scholar

[9] M. Saidi, B. Douglas and S. Feng: Journal of Structure Engineering Vol 120(1994), pp.2233-2241.

Google Scholar

[10] Y.T. Zhang, X.L. Wang and R.G. Li: Engineering Mechanics Vol 24(2007), pp.116-120.

Google Scholar