The Applications of Laminated Rubber Bearing on the Seismic Control of the Continuous Beam

Hang Sun; Xiu Yun Gao; Ji Wu Ding

doi:10.4028/www.scientific.net/AMM.644-650.5046

Paper Titles

Experimental Investigation of Compression of Overlength Bored Piles Shaft in Loess Area
p.5023

Influence Analysis of Ground Asymmetric Filling Load on Spandrel with Different Bases of Existing Open Trench Tunnels
p.5028

Analysis of Dynamic Characteristics of Pile-Soil-Water Coupling Effect in Consideration of Large Span Cable-Stayed Bridge
p.5035

Soil Pressure Test and Numerical Analysis on Reinforced Earth Retaining Wall of Green Gabion
p.5039

The Applications of Laminated Rubber Bearing on the Seismic Control of the Continuous Beam
p.5046

Application of GM(1,1) Model Established by Moving Average Method in Stress Prediction of Rigid Frame Bridge Construction
p.5050

Study on the Shear Lag Effect of the PC Box Girder Bridge with Corrugated Steel Webs under Concentrated Loads
p.5054

Research on Force Performance of Cable Breaking on Cable-Stayed Bridges
p.5061

Study on the Nonlinear Flow Percolation Law in Low Permeability Carbonate Reservoir of HF Oilfield
p.5065

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 644-650The Applications of Laminated Rubber Bearing on...

The Applications of Laminated Rubber Bearing on the Seismic Control of the Continuous Beam

Abstract:

Aiming at the phenomenon that the fixed piers of the continuous beams have been damaged during the earthquakes, In this paper the seismic responses are carried on based on a four-span continuous beam, pot rubber bearing and laminated rubber bearing are selected, and corresponding finite element model is built. The results indicate that the distributions of the longitude seismic forces between the piers are more reasonable for the latter bearing, especially under the long period and near-fault seismic excitations. The possiblity of adopting the laminated rubber bearing on the seismic control on the continuous beam are discussed, and the results can be referrd by the same bridges during designing.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 644-650)

Pages:

5046-5049

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.644-650.5046

Citation:

Cite this paper

Online since:

September 2014

Authors:

Hang Sun*, Xiu Yun Gao, Ji Wu Ding

Keywords:

Continuous Beam, Laminated Rubber Bearing, Seismic Control, Seismic Design

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Xu xiu li, ZHAO Xi gang SHEN Xiao ping LI Xue hong. Study of Optimal Design of Seismic Performance of Continuous Beam Bridge Used with Rubber Pot Bearings[J]. World Bridges, 2011(5). P: 40-43.

Google Scholar

[2] JIANG Jing Song, ZHUANG Wei Lin, LIU Zhen Yu. Investigation and Analysis of Seismic Damage to Baihua Bridge in Wenchuan Earthquake[J]. BRIDGE CONSTRUCTION, 2008(6). P: 41-44+52.

Google Scholar

[3] WANG Hai Yun, XIE Li Li. Characteristics of near-fault strong ground motions[J]. JOURNAL OF HARBIN INSTITUTE OF TECHNOLOGY, 2006(12). P: 2070-2072+(2076).

Google Scholar

[4] Zhang Junping, Li Xinping, Zhou Fulin. DEVELOPMENT OF BRIDGE VIBRATION CONT- ROL AND ITS EXSISTING PROBLEMS[J]. WORLD INFORMATION ON EARTHQUAKE ENGINEERING, 1998(2). P: 10-17.

Google Scholar

[5] JT/T4-2004. Plate type elastomeric pad bearings for highway bridges[S].

Google Scholar

[6] LI Li Feng, WU Wen Peng, HUANG Jia Mei. Research on the Seismic Vulnerability Analysis of Laminated Rubber Bearing[J]. Journal of Hunan University(Natural Sciences), 2011(11). P: 1-6.

Google Scholar