Long-Term Behavior of Wood-Concrete Composite Floor/Deck Systems with Shear Key Connection Detail

Author:

Fragiacomo M.1234,Gutkowski R. M.1234,Balogh J.1234,Fast R. S.1234

Affiliation:

1. Associate Professor, Dept. of Architecture and Planning, Univ. of Sassari, Palazzo del Pou Salit, Piazza Duomo 6, 07041 Alghero, Italy; formerly, Senior Lecturer, Dept. of Civil Engineering, Univ. of Canterbury, Private Bag 4800, Christchurch 8020, New Zealand. E-mail: fragiacomo@uniss.it

2. Full Professor, Dept. of Civil Engineering, Colorado State Univ., Fort Collins, CO 80523-1372. E-mail: Gutkowsk@engr.colostate.edu

3. Assistant Professor, Civil Engineering Technology, Metropolitan State College of Denver, Campus Box 61, P.O. Box 173362, Denver, CO 80217-3362. E-mail: jbalogh@mscd.edu

4. Formerly, Graduate Research Assistant, Dept. of Civil Engineering, Colorado State Univ., Fort Collins, CO 80523-1372.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference29 articles.

1. American Concrete Institute (ACI). (2002). “Building code requirements for structural concrete.” ACI 318-02 ; “Commentary.” ACI 318R-02 Farmington Hills Mich.

2. ASTM. (2002). “Standard test method for compressive strength of cylindrical concrete specimens.” ASTM C 39/C 39M-01 Vol. 04.02 West Conshohocken Pa. 21–25.

3. Balogh J. Gutkowski R. M. Wieligmann M. and Haller P. (2002). “Mechanics behavior of dowel connections for partially composite wood-concrete beams.” Proc. 7th World Conf. on Timber Engineering WCTE 2002 Vol. 3 Shah Alam Malaysia 290–295.

4. Bou Saïd E. Jullien J.-F. and Ceccotti A. (2004). “Long term modelling of timber-concrete composite structures in variable climates.” Proc. 8th World Conf. on Timber Engineering WCTE 2004 Vol. 2 Lahti Finland 143–148.

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