Nonlinear Analysis of Concrete and Masonry Structures-Reference-Cited by-同舟云学术

Nonlinear Analysis of Concrete and Masonry Structures

Published:1986 Issue: Volume: Page:639-652
ISSN:
Container-title:Finite Element Methods for Nonlinear Problems
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Author:

Crisfield M. A.,Wills J.

Publisher

Springer Berlin Heidelberg

Link

http://link.springer.com/content/pdf/10.1007/978-3-642-82704-4_35.pdf

Reference17 articles.

1. Gustafsson, W.C; Wright, R.N.; Analysis of sk ewed composite girder bridges. J. Struct. Div., Proc. ASCE, 94 (1966) 315–317.

2. Crisfield, M.A.; A four-noded thin-plate bending element using shear constraints; a modified version of Lyons’ element. Comp. Meth. in Appl. Mech. & Engng., 38 (1983) 93–120.

3. ASCE. Finite element analysis of reinforced concrete; state- of-the-art report. Struct. Div. Committee on Cone. & Masonry Structs. New York: ASCE 1982.

4. Crisfield, M.A.: Difficulties with current numerical models for reinforced-concrete and some tentative solutions. in: Computer Aided Analysis & Design of Concrete Structures. Part 1, ed. C.Taylor et al., Swansea: Pineridge Press (1984) 331–358.

5. British Standards Institute: BS5400: Part 2: London 1978.

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1. Computational framework for discontinuous modelling of masonry arch bridges;Computers & Structures;2001-07

2. Plasticity computations using the Mohr—Coulomb yield criterion;Engineering Computations;1987-04

3. Some Aspects of the Numerical Modelling of Concrete and Soil;Transient/Dynamic Analysis and Constitutive Laws for Engineering Materials;1987