Finite Element Response Sensitivity Analysis of Steel-Concrete Composite Beams with Deformable Shear Connection-Reference-Cited by-同舟云学术

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Finite Element Response Sensitivity Analysis of Steel-Concrete Composite Beams with Deformable Shear Connection

Published:2005-11 Issue:11 Volume:131 Page:1126-1139
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Zona A.¹²³,Barbato M.¹²³,Conte J. P.¹²³

Affiliation:

1. Postgraduate Researcher, Dept. of Structural Engineering, Univ. of California at San Diego, 9500 Gilman Dr., La Jolla, CA 92093-0085.

2. Graduate Student, Dept. of Structural Engineering, Univ. of California at San Diego, 9500 Gilman Dr., La Jolla, CA 92093-0085.

3. Professor, Dept. of Structural Engineering, Univ. of California at San Diego, 9500 Gilman Dr., La Jolla, CA 92093-0085 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282005%29131%3A11%281126%29

Reference29 articles.

1. Ansourian P. (1981). “Experiments on continuous composite beams.” Proc. Inst. Civil Eng. Part 2 71 25–51.

2. Constitutive Model for 3D Cyclic Analysis of Concrete Structures

3. A 3D hypoplastic model for cyclic analysis of concrete structures

4. Behaviour of composite substructures with full and partial shear connection under quasi-static cyclic and pseudo-dynamic displacements

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