Full-Scale Tests of Slender Concrete-Filled Tubes: Axial Behavior-Reference-Cited by-同舟云学术

Full-Scale Tests of Slender Concrete-Filled Tubes: Axial Behavior

Published:2013-07 Issue:7 Volume:139 Page:1249-1262
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Perea Tiziano¹,Leon Roberto T.²,Hajjar Jerome F.³,Denavit Mark D.⁴

Affiliation:

1. Associate Professor, Departamento de Materiales, Universidad Autónoma Metropolitana, Mexico City, Mexico 02200.

2. Professor and Chair, Dept. of Civil and Environmental Engineering, Virginia Polytechnic Institute and State University, Blacksburg, VA 24061 (corresponding author).

3. Professor and Chair, Dept. of Civil and Environmental Engineering, Northeastern Univ., Boston, MA 02115.

4. Design Engineer, Stanley D. Lindsey and Associates, 2300 Windy Ridge Parkway SE, Suite 200S, Atlanta, GA 30339.

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%29ST.1943-541X.0000784

Reference30 articles.

1. Aho M. (1997). “A database for encased and concrete-filled columns.” M.S. thesis School of Civil and Environmental Engineering Georgia Institute of Technology Atlanta GA.

2. AISC. (1986). “Load and resistance factor design specification for structural steel buildings.” AISC LRFD Chicago.

3. AISC. (2005). “Specification for structural steel buildings.” ANSI/AISC 360-05 Chicago.

4. AISC. (2010a). “Code of standard practice for steel buildings and bridges.” AISC 303-10 Chicago.

5. AISC. (2010b). “Specification for structural steel buildings.” ANSI/AISC 360-10 Chicago.

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