Two Main Methods for Yield Line Analysis of Slabs-Reference-Cited by-同舟云学术

Two Main Methods for Yield Line Analysis of Slabs

Published:2003-02 Issue:2 Volume:129 Page:223-231
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Quintas Valentn¹

Affiliation:

1. Dept. de Estructuras de Edificación, E.T.S.A.M. Univ. Politécnica de Madrid, Avda. Juan de Herrera, 4, 28040-Madrid, Spain.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282003%29129%3A2%28223%29

Reference12 articles.

1. Ingerslev A.(1923). “The strength of rectangular plates.” J. Inst. Estruct. Eng.December.

2. Johansen K. W. (1962). Yield-line theory Cement and Concrete Association London.

3. Johansen K. W. (1972). Yield-line formulae for slabs Cement and Concrete Association London.

4. Jones L. L. and Wood R. H. (1967). Yield-line analysis of slabs Elsevier New York.

5. Kemp K. O. (1965). “Recent developments in yield line theory.” The evaluation of nodal and edge forces in the yield-line theory Cement and concrete Association London.

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