Strength and Stiffness of Circular Concrete-Filled Tubes-Reference-Cited by-同舟云学术

Strength and Stiffness of Circular Concrete-Filled Tubes

Published:2010-12 Issue:12 Volume:136 Page:1545-1553
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Roeder Charles W.¹²³,Lehman Dawn E.¹²³,Bishop Erik¹²³

Affiliation:

1. Professor, Dept. of Civil Engineering, Univ. of Washington, 233B More Hall, Seattle, WA 98195-2700 (corresponding author).

2. Associate Professor, Dept. of Civil Engineering, Univ. of Washington, 214B More Hall, Seattle, WA 98195-2700.

3. Engineer, Reid Middleton, 728 134th St. SW, Suite 200, Everett, WA 98204; formerly, Graduate Student, Dept. of Civil Engineering, Univ. of Washington, Seattle, WA.

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.0000263

Reference25 articles.

1. AASHTO. (2009). AASHTO LRFD bridge design specification 4th Ed. Washington D.C.

2. AISC. (2005). “Specifications for structural steel buildings.” ANSI/AISC Standard 360-05 Chicago.

3. American Concrete Institute (ACI). (2008). Building code requirements for structural concrete and commentary Farmington Hills Mich.

4. Bishop E. S. (2009). “Evaluation of the flexural resistance and stiffness models for circular concrete-filled steel tube members subjected to combined axial-flexural loading.” MS thesis Univ. of Washington Seattle.

5. Seismic performance of steel-encased concrete columns under flexural loading;Boyd P. F.;ACI Struct. J.,1995

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