The strength reserve due to restrained bending in brittle-matrix structures-Reference-Cited by-同舟云学术

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The strength reserve due to restrained bending in brittle-matrix structures

Published:2005-08 Issue:17-19 Volume:235 Page:1837-1847
ISSN:0029-5493
Container-title:Nuclear Engineering and Design
language:en
Short-container-title:Nuclear Engineering and Design

Author:

Janas Marek,Sokół-Supel Joanna,Bielawski Grzegorz

Publisher

Elsevier BV

Subject

Mechanical Engineering,Waste Management and Disposal,Safety, Risk, Reliability and Quality,General Materials Science,Nuclear Energy and Engineering,Nuclear and High Energy Physics

Reference16 articles.

1. Plastic analysis and design of skeletal structures accounting for their sensitivity to ratcheting;Bondok,1995

2. Dome effect in reinforced concrete slabs: elastic–plastic analysis;Braestrup;J. Struct. Div. Proc. ASCE,1980

3. Direct assessment of safe strength of RC slabs under membrane action;Eyre;J. Struct. Eng. Proc. ASCE,1997

4. Membrane action in plain concrete slabs under concentrated loading;Eyre;Struct. Buildings PICE,2000

5. Optimized design charts for fully restrained slabs by fe predictions;Famiyesin;J. Struct. Eng.,1998

Cited by 1 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. Damage Assessment of Reinforced Concrete Structural Elements Subjected to Blast Load;International Journal of Protective Structures;2010-03

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