Geometrically and materially nonlinear analysis of reinforced concrete shells of revolution-Reference-Cited by-同舟云学术

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Geometrically and materially nonlinear analysis of reinforced concrete shells of revolution

Published:1992-02 Issue:3 Volume:42 Page:327-340
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Teng J.G.,Rotter J.M.

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modelling and Simulation,Civil and Structural Engineering

Reference32 articles.

1. Axisymmetric shells under general loading;Rotter,1981

2. Analysis of ringbeams in columnsupported bins;Rotter,1982

3. Structural effects of eccentric loading in shallow steel bins;Rotter,1983

4. Elastic behaviour of isolated column-supported ringbeams;Rotter;J. Constructional Steel Res.,1984

5. The analysis of steel bins subject to eccentric discharge;Rotter,1986

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1. Semianalytical Lower-Bound Limit Analysis of Domes and Vaults;Applied Sciences;2022-09-13

2. Analytical Model and Experimental Study of Failure Behavior of Thin-Walled Shallow Concrete Domes;Journal of Structural Engineering;2011-01

3. Limit analysis of local failure in shallow spherical concrete caps subjected to uniform radial pressure;Thin-Walled Structures;2010-06

4. Creep buckling of imperfect thin-walled shallow concrete domes;Journal of Mechanics of Materials and Structures;2010-04-19

5. Nonlinear long-term behaviour of spherical shallow thin-walled concrete shells of revolution;International Journal of Solids and Structures;2010-01

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