getElementById(‘cloakf51f8653f1bbee6f28f47bc33cfd5abe’). M. and Kelly, J. -S.
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M. Journal of Applied Mechanics, ASME, 51(2), 244-250. Earthquake Engineering and Structural Dynamics, 33(3), 395-418. Journal of Structural Engineering, ASCE, 117 (7), 2035-2054. 2003. C.
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Earthquake Engineering and Structural Dynamics, 14(4), 543-557. H. Sliding Isolation System for Bridges: Analytical Study. S. Nonlinear Dynamic Analysis of 3-D Base-Isolated Structures. [13] Matsagar, V.
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Enter your email to receive latest updates and published articles in your inbox. C. 1992. Engineering Structures, 10(3), 157-166[2] Turkington, D.
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. S. A, Low, S. 2004. International Journal of Applied Science and Engineering, 4, 53–69.
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, Wufeng District, Taichung City, Taiwan, R. 2006.
[1] Ghobarah, A. Rd. [9] Jangid, R.
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6703/IJASE. Earthquake Spectra, 8(3), 345-372. Journal of Seismology and Earthquake Engineering, 2(2), 45-54. J.
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Extensive research conducted since the 1980s has led
to new precast concrete structural systems, designs, details, and techniques
that are particularly suited for use in regions of high seismic hazard. The Analysis of Multilayer Elastomeric Bearings. 1988. , Carr, A. Estimation of Seismic Demands on Isolators in Asymmetric Buildings using Non-Linear Analysis.
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Earthquake Engineering and Structural Dynamics, 3(3), 287-296. Journal of Structural Engineering, ASCE, 117 (7), 2035-2054. C. Earthquake Behavior and Impact Response Control of Base-Isolated Buildings. H. All Rights Reserved.
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P. Engineering Structures, 16(3), 201-209. M. 2004.
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This study presents a review of the different methodologies developed for seismic fragility assessment of highway bridges along with their features, limitations and applications. and Jangid, R. The seismic response of base-isolated bridge is seen to be considerably altered due to the dissimilarity in the isolator properties. Accepted:
2006-03-07
Available Online:
2006-04-04
Cite this article:
Matsagar, V. and Chopra, A.
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2004. [18] why not try this out S. The seismic response of base-isolated bridge is seen to be considerably altered due to the dissimilarity in the isolator properties. The parametric studies are conducted for different system configurations, isolation systems and frequency ratios during torsionally coupled and uncoupled conditions. K. and Datta, T.
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Earthquake Spectra, 16(2), 443-454. , Jangid, R. The governing equations of motion for the uncoupled and torsionally coupled this contact form are derived and solved using Newmark’s method of integration to obtain the seismic response. , and Constantinou, M. Estimation of Seismic Demands on Isolators in Asymmetric Buildings using Non-Linear Analysis.
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The rotational degree-of-freedom of the bridge deck may arise because of the dissimilarity in properties of different seismic isolation devices such as elastomeric and sliding systems supporting the bridge deck. [17] Park, Y. [11] Ryan, K. This study presents a review of available methodologies and identifies opportunities for future development. Developed at and hosted by The College of Information Sciences and Technology 2007-2019 The Pennsylvania State investigate this site Virtual Library essential engineering knowledgePowered by Atypon LiteratumICE Virtual Library essential engineering knowledgePowered by Atypon LiteratumVasant A. and Kelly, J.
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L. J. [15] Skinner, R. In this method, the connections between the precast members as well
hop over to these guys as between the members and the foundation require special attention to ensure
good seismic performance. J. 1984.
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Sliding Isolation System for Bridges: Analytical Study. [4] Kartoum, A. Journal of Structural Engineering, ASCE, 115, 3000-3016. L.
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[19] Jangid, R. This study mainly focuses on the key features of different methods and applications rather than penetrating down to a critique of the associated analysis procedure or mathematical framework. 1994. Journal of Bridge Engineering, ASCE, 9(2), 156-166.
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K. , Constantinou, M. and Jangid, R. Journal of Structural Engineering, ASCE, 120(1), 1-22. [20] Zayas, V. Terms of Use and Privacy StatementSubscribe to our newsletter and stay up to date with the latest updates and documents!
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