One‐way shear strength of wide reinforced concrete members without stirrups-Reference-Cited by-同舟云学术

One‐way shear strength of wide reinforced concrete members without stirrups

Author:

Sousa Alex M. D.¹^ORCID,Lantsoght Eva O. L.²³^ORCID,El Debs Mounir K.¹^ORCID

Affiliation:

1. Department of Structural Engineering, São Carlos School of Engineering University of São Paulo São Carlos Brazil

2. Politécnico, Universidad San Francisco de Quito Cumbaya Quito Ecuador

3. Concrete Structures Delft University of Technology Delft The Netherlands

Funder

Conselho Nacional de Desenvolvimento Científico e Tecnológico

Fundação de Amparo à Pesquisa do Estado de São Paulo

Publisher

Wiley

Subject

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

Link

Reference89 articles.

2. Safe shear design of large, wide beam;Lubell AS;Concrete International,2004

3. Size effect in shear failure of longitudinally reinforced beams;Bazant ZP;ACI J Proc,1984

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