Nonlinear Analysis of Mixed Steel-Concrete Frames. I: Element Formulation-Reference-Cited by-同舟云学术

Nonlinear Analysis of Mixed Steel-Concrete Frames. I: Element Formulation

Published:2001-06 Issue:6 Volume:127 Page:647-655
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

El-Tawil Sherif¹²³⁴,Deierlein Gregory G.¹²³⁴

Affiliation:

1. Member, ASCE

2. Fellow, ASCE

3. Asst. Prof., Dept. of Civ. and Envir. Engrg., Univ. of Central Florida, Orlando, FL 32816-2450.

4. Assoc. Prof., Dept. of Civ. and Envir. Engrg., Stanford Univ., Stanford, CA 94305-4020.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282001%29127%3A6%28647%29

Reference25 articles.

1. Spread of Plasticity: Quasi‐Plastic‐Hinge Approach

2. Dafalias Y. H. and Popov E. P. ( 1977). “Cyclic loading for materials with vanishing elastic region.” Nuclear Engrg. and Des. 41(2) 293–302.

3. Drucker D. C. ( 1951). “A more fundamental approach to plastic stress-strain relations.” Proc. 1st U.S. Nat. Congress of Appl. Mech. ASME New York 487–491.

4. El-Tawil S. and Deierlein G. G. ( 1996). “Inelastic dynamic analysis of mixed steel-concrete space frames.” Struct. Engrg. Rep. 96-6 School of Civ. and Envir. Engrg. Cornell University Ithaca N.Y.

5. Stress-Resultant Plasticity for Frame Structures

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