Assessment of the flexural capacity of RC beam/column elements allowing for 3d effects-Reference-Cited by-同舟云学术

Assessment of the flexural capacity of RC beam/column elements allowing for 3d effects

Published:2011-10 Issue:10 Volume:33 Page:2772-2780
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Kotsovos Gerasimos M.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference9 articles.

1. Structural concrete: finite-element analysis for limit-state design;Kotsovos,1995

2. Eurocode 8 (EC8) Design of structures for earthquake resistance. Part 1: general rules, seismic actions and rules for buildings, British Standards; 2004.

3. A fundamental explanation of the behaviour of reinforced concrete beams in flexure based on the properties of concrete under multiaxial stress;Kotsovos;Materials & Structures, RILEM,1982

4. Structural concrete: finite-element analysis for limit-state design;Kotsovos,1995

5. Researches into the complete stress–strain curve for concrete;Barnard;Magazine of Concrete Research,1964

Cited by 18 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Enhancing the Flexural Capacity of Reinforced Concrete Beam by Using Modified Shear Reinforcement;Civil Engineering Journal;2024-06-01

2. Effect of loss of bond on flat-slab building collapses;Proceedings of the Institution of Civil Engineers - Structures and Buildings;2023-03-14

3. Experimental study on flexural behavior of hollow steel-UHPC composite bridge deck;Engineering Structures;2023-01

4. Effect of loss of bond on the behaviour of RC beams under service load conditions;Proceedings of the Institution of Civil Engineers - Structures and Buildings;2022-12-13

5. Conflicts between reinforced concrete design assumptions and actual concrete behaviour;Proceedings of the Institution of Civil Engineers - Structures and Buildings;2022-01