Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding-Reference-Cited by-同舟云学术

Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding

Published:2023-09 Issue: Volume:291 Page:116396
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

de Sousa Alex M.D.,Lantsoght Eva O.L.,El Debs Mounir K.

Funder

Fundação de Amparo à Pesquisa do Estado de São Paulo

CAPES

Conselho Nacional de Desenvolvimento Científico e Tecnológico

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference53 articles.

1. Shear in one-way slabs under concentrated load close to support;Lantsoght;ACI Struct J,2013

2. New approach for shear design of reinforced concrete slabs under concentrated loads based on tests and statistical analysis;Henze;Eng Struct,2020

3. Evaluation of one-way shear behaviour of reinforced concrete slabs: experimental and numerical analysis;Bui;Eur J Environ Civ Eng,2017

4. Theoretical prediction of the shear strength of reinforced concrete slabs under concentrated loads close to linear supports;Fernández;Struct Infrastruct Eng,2021

5. Extended CSDT model for shear capacity assessments of bridge deck slabs;de Sousa;Eng Struct,2021

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