Finite element model calibration effects on the earthquake response of masonry arch bridges

Author:

Sevim Barış,Bayraktar Alemdar,Altunişik Ahmet Can,Atamtürktür Sezer,Birinci Fatma

Publisher

Elsevier BV

Subject

Applied Mathematics,Computer Graphics and Computer-Aided Design,General Engineering,Analysis

Reference32 articles.

1. C. Ellicks, Ph.D. Thesis, The University of Reading, the U.K., 1979.

2. Analysis of masonry bridges: discrete Finite Element Method;Mamaghani;Transportation Research Record,2006

3. R.O. Catalan, L.E. Aldea, New tendencies on repair and strengthening on masonry arch bridges, in: 5th International Conference on Arch Bridges, 12–14 September, Madeira, Portugal, 2007, pp. 719–724.

4. Url-1, http://www.kgm.gov.tr/asps/KGM/koprucalisma/tarihikopruler.pdf, (2009).

5. Experimental and analytical studies on dynamic characteristics of a large span cable-stayed bridge;Ren;Engineering Structures,2005

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