Dynamic response under pedestrian load of a GFRP–SFRSCC hybrid footbridge prototype: Experimental tests and numerical simulation-Reference-Cited by-同舟云学术

Dynamic response under pedestrian load of a GFRP–SFRSCC hybrid footbridge prototype: Experimental tests and numerical simulation

Published:2013-01 Issue: Volume:95 Page:453-463
ISSN:0263-8223
Container-title:Composite Structures
language:en
Short-container-title:Composite Structures

Author:

Gonilha José A.,Correia João R.,Branco Fernando A.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference32 articles.

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3. GFRP pultruded flexural members: assessment of existing design methods;Correia;Struct Eng Int,2012

4. First-order, buckling and post-buckling behaviour of GFRP pultruded beams Part 1: experimental study;Correia;Comput Struct,2011

5. Innovative design of FRP combined with concrete: short-term behaviour;Deskovic;J Struct Eng,1995

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