Shear in reinforced concrete slabs-Experimental investigations in the effective shear width of one-way slabs under concentrated loads and with different degrees of rotational restraint-Reference-Cited by-同舟云学术

Shear in reinforced concrete slabs-Experimental investigations in the effective shear width of one-way slabs under concentrated loads and with different degrees of rotational restraint

Published:2017-08-22 Issue:1 Volume:19 Page:36-48
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Reissen Karin¹,Classen Martin²^ORCID,Hegger Josef²

Affiliation:

1. Ingenieurbüro Doser, Uersfeld 24, 52072 Aachen; Germany

2. Institute of Structural Concrete; RWTH Aachen University; Aachen Germany

Funder

Federal Ministry of Transport, Building and Urban Development

German Research Foundation (DFG)

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/suco.201700067/fullpdf

Reference19 articles.

1. Shear resistance of one-way slabs under concentrated loads;Regan;ACI Struct J,1988

2. One-way shear resistance of thick slabs and wide beams;Sherwood;ACI Struct J,2006

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