Computer Simulation Research on Dislocation Steel Joints Used in Rebuilding Ancient Tower

Xi Zhao; Jian Ping Lei; Guo Yun Lu; Hong Gang Lei

doi:10.4028/www.scientific.net/AMM.94-96.48

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 94-96Computer Simulation Research on Dislocation Steel...

Computer Simulation Research on Dislocation Steel Joints Used in Rebuilding Ancient Tower

Abstract:

For rebuilding an ancient tower at province Gansu, the structure of dislocation steel joints was used make the tower having filtering contraction shape. For this kind of dislocation steel joints structure, there are no relevant calculation regulations in the Code for design of steel structures in China. To investigate the mechanical characteristics of the joints and ensure the safety of the joints and the whole structure under the applied and seismic load, the computer simulation research on the dislocation steel joint was carried out according to the design requirement. Under the extensive analysis the comprehensive understanding of the mechanical characteristics of the dislocation steel joints was obtained and the reference basis for design was provided.

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Periodical:

Applied Mechanics and Materials (Volumes 94-96)

Pages:

48-51

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.94-96.48

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Online since:

September 2011

Authors:

Xi Zhao, Jian Ping Lei, Guo Yun Lu, Hong Gang Lei

Keywords:

Dislocation Steel Joint, Earthquake, Finite Element Analysis (FEA)

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References

[1] LIU D H, YAN C R, ZHONG X G. Seismic-resistant designs for high rise buildings. Beijing: China Architecture & Building Press, 1993. ( In Chinese)

Google Scholar

[2] CHENG F S, QIU R H, FAN Z. Steel structure designing of high-rise building [M]. Beijing: Architecture & Building Press, 2001, 147 - 49. ( In Chinese)

Google Scholar

[3] LI J, LI G Q. Introduction to Seismological Engineering [M]. Beijing: Seismological Press, 1992.( In Chinese)

Google Scholar

[4] FANG E H, WEI Y N. [J]. Journal of Building Structure, 1995, 16 (6): 3 - 10. ( In Chinese)

Google Scholar

[5] HAO W H, YE Y M, LIU C S, SHEN H M, XIAO X M. The applications of ANSYS Civil Engineering [M]. Beijing: China Water Conservancy and Hydropower Press, 2005. ( In Chinese)

Google Scholar

[6] ZHANG C H. Analysis of Valuable ANSYS 11.0 structural analysis Project Examples. Beijing：Mechanic industry Press，2008.170-265. ( In Chinese)

Google Scholar

[7] Ministry of Construction of the People's Republic of China. GB50011-2010 Cord for seismic design of buildings[S]. Beijing: China Architecture & Building Press, 2002. ( In Chinese)

Google Scholar

[8] ZHOU Y W. LI H. Finite element calculation analysis of a extra-high dislocation joint [B]. West-China Exploration Engineering. 2006, 5: 215 - 219. ( In Chinese)

Google Scholar