Recommendations for the Shear Assessment of Reinforced Concrete Slab Bridges from Experiments-Reference-Cited by-同舟云学术

Recommendations for the Shear Assessment of Reinforced Concrete Slab Bridges from Experiments

Published:2013-11 Issue:4 Volume:23 Page:418-426
ISSN:1016-8664
Container-title:Structural Engineering International
language:en
Short-container-title:Structural Engineering International

Author:

Lantsoght Eva Olivia Leontien¹,van der Veen Cor¹,Walraven Joost¹,de Boer Ane²

Affiliation:

1. University of Technology, Civil Engineering and Geosciences—Design & Construction—Concrete Structures, Delft, The Netherlands Contact:

2. Ministry of Infrastructure and the Environment, Utrecht, The Netherlands

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.2749/101686613X13627347100239

Reference10 articles.

1. CEN.Eurocode 1: Actions on Structures—Part 2: Traffic Loads on Bridges, NEN-EN 1991:2-2003, 2003; 168.

2. CEN.Eurocode 2—Design of Concrete Structures: Part 1-1 General Rules and Rules for Buildings. NEN-EN 1992-1-1:2005, 2005; 229.

3. Normcommissie 351001.Technical Fundaments for Construction Standards, Concrete Provisions TGB 1990 – Constructive Requirements and Calculation Methods (VBC 1995). NEN 6720:1995. Civil Center for the execution of research and standards, Dutch Normalisation Institute: Delft, The Netherlands, 1995; 245 (in Dutch).

4. Walraven JC. Residual shear bearing capacity of existing bridges. fib Bulletin 57, Shear and punching shear in RC and FRC elements.Proceedings of a Workshop Held on 15–16 October 2010 Salò, Lake Garda, Italy, 2010; 129–138.

5. Lantsoght EOL, van der Veen C, Walraven J. Experimental study of shear capacity of reinforced concrete slabs.ASCE Structures Congress. Las Vegas, 2011; 12.

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