Nonlinear Analysis of Steel-Concrete Composite Structures: State of the Art-Reference-Cited by-同舟云学术

Nonlinear Analysis of Steel-Concrete Composite Structures: State of the Art

Published:2004-02 Issue:2 Volume:130 Page:159-168
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Spacone Enrico¹,El-Tawil Sherif²

Affiliation:

1. Professor, Dipt. PRICOS, Facoltà di Architettura, Univ. “G. D’Annunzio”, viale Pindaro 42, 65127 Pescara, Italy; formerly, Associate Proffessor, Dept. of CEA Engineering, Univ. of Colorado, Boulder, CO 80309-0428.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Michigan, Ann Arbor, MI, 48109-2125 (corresponding author).

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%282004%29130%3A2%28159%29

Reference89 articles.

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2. AISC. (1997). “Seismic provisions for structural steel buildings.” LRFD Chicago.

3. AISC. (2001). “Load and resistance factor design specification for structural steel buildings.” LRFD Chicago.

4. Alemdar B. N. Taylor J. White D. W. and Leon R. T. (1999) “Nonlinear analysis of buildings with partially-restrained composite (PRC) connections.” Proc. 1999 Structures Congress “Structural Engineering in the 21st Century ” ASCE Reston Va. 402–405.

5. A finite element model for the study of creep and shrinkage effects in composite beams with deformable shear connections.;Amadio C.;Costruzioni Metalliche,1993

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