The Precise Transfer Matrix Method for Dynamic Characteristic Analysis of Curved Box Beams

Jian Peng Sun; Qing Ning Li

doi:10.4028/www.scientific.net/AMR.255-260.1721

Paper Titles

Study on the Effect of Hydrodynamic Force on Deep-Water Bridges in Earthquake
p.1701

Numerical Simulation of Highway Double Curved Arch Bridge Structure Blasting Demolition
p.1706

Effects of Column Stiffness on the Modal Contribution to Displacement Response of Singe-Column Bent Viaducts in the Transverse Direction
p.1711

Study on Applicability of Equivalent Single Degree of Freedom Methods for Single Column Pier with Uniform Cross Section
p.1716

The Precise Transfer Matrix Method for Dynamic Characteristic Analysis of Curved Box Beams
p.1721

Analysis of the Action Blast-Induced Vibration Generates on Structure
p.1725

Free Vibration Analysis of Orthotropic Circular Membranes in Large Deflection
p.1730

Spatial Coupling Vibration of Vehicle-Track-Bridge System due to Different Track Irregularities
p.1735

Design of Collision-Proof Equipments for Non-Navigable Hole of Inland River Bridge
p.1740

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 255-260The Precise Transfer Matrix Method for Dynamic...

The Precise Transfer Matrix Method for Dynamic Characteristic Analysis of Curved Box Beams

Abstract:

The dynamic characteristic as one key feature determines the earthquake response and seismic performance of structures.Curved box beams occur coupling of flexural and torsional modes,which companied with warping.Based on the precise transfer matrix method,precise transfer matrixs for solving the natural frequencies and modes of curved box beam out plane have been derivated.The analysis of vibration characteristics of single-span curved box beam with pinned-pinned ends has been done. Example shows that the precise transfer matrix method is a simple and effective method for dynamic characteristic analysis of curved box beams.

You might also be interested in these eBooks

Advances in Civil Engineering, CEBM 2011

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 255-260)

Pages:

1721-1724

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.255-260.1721

Citation:

Cite this paper

Online since:

May 2011

Authors:

Jian Peng Sun, Qing Ning Li

Keywords:

Curved Box Beam, Dynamic Characteristic, Precise Transfer Matrix Method, Warping

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Yueyu Zhao,Houjun Kang,Rui Feng,Wenquan Lao,The research advances of Curved beam,Advances In Mechannics,Vol.25(2006),p.170 (in Chinese)

Google Scholar

[2] Jianpeng Sun,Qingning Li. Precise transfer matrix method for resolving the natural frequency of the structure, World Earthquake Engineering,Vol.12(2009),p.20 (in Chinese)

Google Scholar

[3] Shuangke Wei,Natural dynamic characteristics and seismic response analysis of curved girder bridges, Nanjing University of Technology,2006 (in Chinese)

Google Scholar

[4] Rongguang Shao,Jin Xia, Concrete curved beam bridge,People Traffic Press, Beijing,2002 (in Chinese)

Google Scholar

[5] T C Fung. Weighting parameters for unconditionally stable higher-order accurate time step integration algorithms-part. International Journal for Numerical Methods in Engineering, Vol.45(1999),p.971

DOI: 10.1002/(sici)1097-0207(19990720)45:8<971::aid-nme613>3.0.co;2-m

Google Scholar

[6] Mengfu Wang,Xiyuan Zhou. Renewal precise time step integration method of structural dynamic analysis.Acta Mechanica Sinica, Vol.36(2004),p.191 (in Chinese)

Google Scholar

[7] Zhong W X, Williams F W. A precise time step integration method. Journal of Mechanical Engineering Science, Vol.20(1994),p.427 (in Chinese)

Google Scholar