Study of Vertical Seismic Isolation of Self-Anchored Cable-Stayed Suspension Bridge Based on Lead Rubber Bearing

Feng Miao

doi:10.4028/www.scientific.net/AMR.904.520

Paper Titles

Product Manufacturing Technology Based on Virtual Reality Modeling Language
p.493

Analysis of Microvibration of a Microelectronics Workshop under Multipoint Excitation
p.496

Study on Control of the Cam Contour to Pressure Angle Base on MATLAB Modeling
p.500

Magnet Field Finite Element Analysis of Permanent Magnet Brushless DC Motors Based on ANSOFT
p.504

Crack Initiation Life Model of Stiffened Plates Based on Damage Mechanics
p.508

A Highly Efficient Deaerator Design and Application
p.513

Analysis on Freezing Progress of Underground Frost Wall
p.516

Study of Vertical Seismic Isolation of Self-Anchored Cable-Stayed Suspension Bridge Based on Lead Rubber Bearing
p.520

Geometrically Nonlinear Analysis on a Double Controlled Form Finding Method Considering Construction Process of Suspen-Domes
p.524

HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 904Study of Vertical Seismic Isolation of...

Study of Vertical Seismic Isolation of Self-Anchored Cable-Stayed Suspension Bridge Based on Lead Rubber Bearing

Abstract:

Based on the background of Dalian Bay Cross-Sea Bridge project, some plans with settings of lead-rubber bearing among side pier, tower and stiffening girder have been analyzed under vertical seismic input using the favorable shearing property of laminated rubber, damping characteristics of lead and reasonable parameters (yield force and stiffness). Analysis results show that the displacement of controlling node and force of controlling section have been reduced.

You might also be interested in these eBooks

Material Science, Manufacturing Technology and Advanced Design Technology

View Preview

Info:

Periodical:

Advanced Materials Research (Volume 904)

Pages:

520-523

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.904.520

Citation:

Cite this paper

Online since:

March 2014

Authors:

Feng Miao*

Keywords:

Isolation Analysis, Lead Rubber Bearing, Self-Anchored Cable-Stayed Suspension Bridge, Vertical Seismic Response

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Miao Feng, Study of self-anchored cable-stayed suspension bridge dynamics[D]. Dalian University of Technology(2010). (in Chinese).

Google Scholar

[2] Wang Chang feng, Seismic Response of isolated bridges and non-iterative design method [D]. Lanzhou railway institute(2002). (in Chinese).

Google Scholar

[3] Meng-Hao Tsai. Transverse earthquake response analysis of a seismically isolated regular bridge with partial restraint[J]. Engineering Structures, 2008, 30(2): 393-403. (in Chinese).

DOI: 10.1016/j.engstruct.2007.04.011

Google Scholar

[4] Shehata E, Abdel Raheem. Pounding mitigation and unseating prevention at expansion joints of isolated multi-span bridges[J]. Engineering Structures, 2009, 31(10): 2345-2356.

DOI: 10.1016/j.engstruct.2009.05.010

Google Scholar