Computational Modeling of Energy Dissipation Characteristics of Expanded Polystyrene (EPS) Cushion of Reinforce Concrete (RC) Bridge Girder Under Rockfall Impact-Reference-Cited by-同舟云学术

Computational Modeling of Energy Dissipation Characteristics of Expanded Polystyrene (EPS) Cushion of Reinforce Concrete (RC) Bridge Girder Under Rockfall Impact

Published:2018-04-18 Issue:11 Volume:16 Page:1635-1642
ISSN:1735-0522
Container-title:International Journal of Civil Engineering
language:en
Short-container-title:Int J Civ Eng

Author:

Bhatti Abdul Qadir

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

http://link.springer.com/article/10.1007/s40999-018-0304-1/fulltext.html

Reference26 articles.

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3. Fiore A, Marano GC (2017) Serviceability performance analysis of concrete box girder bridges under traffic-induced vibrations by structural health monitoring: a case study. Int J Civ Eng. https://doi.org/10.1007/s40999-017-0161-3

4. Maleki S, Farhad A (2011) Using expanded polystyrene as a seismic energy dissipation device. J Vib Control 17 (10):1481–1497, https://doi.org/10.1177/1077546309357693

5. Zarnani S, Bathurst RJ (2009) Numerical parametric study of expanded polystyrene (EPS) geofoam seismic buffers. Can Geotech J 46(3):318–338

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