Interpretation of the Dynamic Response of a Masonry Arch Rail Viaduct Using Finite-Element Modeling-Reference-Cited by-同舟云学术

Interpretation of the Dynamic Response of a Masonry Arch Rail Viaduct Using Finite-Element Modeling

Published:2020-03 Issue:1 Volume:26 Page:05019008
ISSN:1076-0431
Container-title:Journal of Architectural Engineering
language:en
Short-container-title:J. Archit. Eng.

Author:

Cocking Sam¹^ORCID,Acikgoz Sinan²,DeJong Matthew³

Affiliation:

1. Ph.D. Student, Dept. of Engineering, Univ. of Cambridge, Civil Engineering Bldg., JJ Thompson Ave. 7a, Cambridge CB3 0FA, UK (corresponding author). ORCID: .

2. Associate Professor, Dept. of Engineering Science, Univ. of Oxford, Parks Rd., Oxford OX1 3PJ, UK.

3. Assistant Professor, Dept. of Civil Engineering, Univ. of California, Berkeley, 760 Davis Hall, Berkeley, CA 94720-1710.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Visual Arts and Performing Arts,Building and Construction,Civil and Structural Engineering,Architecture

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29AE.1943-5568.0000369

Reference23 articles.

1. Dynamic response of a damaged masonry rail viaduct: Measurement and interpretation

2. Sensing dynamic displacements in masonry rail bridges using 2D digital image correlation

3. Integrity assessment of masonry arch bridges using the dynamic stiffness technique

4. Augenti N. E. Acconcia and F. Parisi. 2012. “MADA: MAsonry DAtabase.” Accessed August 1 2017. http://www.reluis.it/index.php?option=com_mada&Itemid=160.

5. Augusthus-Nelson L. G. Swift C. Smith M. Gilbert and C. Melbourne. 2016. “Behaviour of backfilled masonry arch bridges subjected to cyclic loading.” In Proc. ARCH’16 Int. Conf. on Arch Bridges 1039–1048. Wrocław Poland: Wrocław Univ. of Science and Technology.

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