Finite-Element Modeling of Short-Term Field Response of Composite Wood-Concrete Floors/Decks-Reference-Cited by-同舟云学术

Finite-Element Modeling of Short-Term Field Response of Composite Wood-Concrete Floors/Decks

Published:2010-06 Issue:6 Volume:136 Page:707-714
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Gutkowski Richard M.¹²³,Balogh Jeno¹²³,To Lam G.¹²³

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Colorado State Univ., Ft. Collins, CO 80523 (corresponding author).

2. Assistant Professor, Civil Engineering Technology, Metropolitan State College of Denver, Denver, CO 80217.

3. Former Doctoral Student, Dept. of Civil and Environmental Engineering, Colorado State Univ., Ft. Collins, CO 80523.

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.0000117

Reference54 articles.

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

2. American Concrete Institute. (1995). “Building code requirements for structural concrete and commentary.” ACI 318-95 Detroit.

3. Baldcock R. H. (1941). “Loading tests on a new composite type short span highway bridge combining concrete and timber flexure.” Technical Rep. Oregon St. Highway Dept. Salem Ore.

4. Balogh J. Gutkowski R. M. Wieligmann M. and Haller P. (2002a). “Mechanics behaviour of dowel connectors for partially composite wood-concrete beam.” Proc. 7th World Conf. on Timber Engineering.

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