Yield Design of Reinforced Concrete Slabs Using a Numerical Equilibrium Formulation-Reference-Cited by-同舟云学术

Yield Design of Reinforced Concrete Slabs Using a Numerical Equilibrium Formulation

Published:2017-09 Issue:9 Volume:143 Page:04017073
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Le Canh V.¹,Ngo Chanh T.²,Chu Thang Q.³

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, International Univ. of VNU HCM, Ho Chi Minh +0084, Vietnam (corresponding author).

2. Lecturer, Dept. of Civil Engineering, Mien Tay Construction Univ., Ho Chi Minh +0084, Vietnam.

3. Associate Professor, Dept. of Civil Engineering, International Univ. of VNU HCM, Ho Chi Minh +0084, Vietnam.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0001291

Reference19 articles.

1. Debongnie J. Nguyen-Xuan H. and Nguyen-Huy C. (2006). “Dual analysis for finite element solutions of plate bending.” Proc. 8th Int. Conf. on Computational Structures Technology G. Montero and R. Montenegro eds. Civil-Comp Press Stirlingshire Scotland.

2. Limit analysis for plates: the exact solution for a clamped square plate of isotropic homogeneous material obeying the square yield criteron and loaded by uniform pressure

3. The strength of rectangular slabs;Ingerslev A.;Struct. Eng.,1923

4. A general non-linear optimization algorithm for lower bound limit analysis

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