Predicting the Effective Flange Width of a CLT Slab in Timber Composite Beams-Reference-Cited by-同舟云学术

Predicting the Effective Flange Width of a CLT Slab in Timber Composite Beams

Published:2018-07 Issue:7 Volume:144 Page:04018084
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Masoudnia Reza¹,Hashemi Ashkan²,Quenneville Pierre³

Affiliation:

1. Structural Engineer and Graduate IPENZ, Institution of Professional Engineers New Zealand, Level 3, 50 Customhouse Quay, Wellington, New Zealand; Ph.D. Student, Structural Timber Engineering, Dept. of Civil and Environmental Engineering, Faculty of Engineering, Univ. of Auckland, 20 Symonds St., CBD, Private Bag 92019, Victoria St. West, Auckland 1142, New Zealand (corresponding author).

2. Postdoctoral Research Fellow, Structural Engineering, Dept. of Civil and Environmental Engineering, Faculty of Engineering, Univ. of Auckland, 20 Symonds St., CBD, Private Bag 92019, Victoria St. West, Auckland 1142, New Zealand.

3. FIPENZ, Professor of Timber Design and Head, Dept. of Civil and Environmental Engineering, Faculty of Engineering, Univ. of Auckland, 20 Symonds St., CBD, Private Bag 92019, Victoria St. West, Auckland 1142, New Zealand.

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.0001979

Reference32 articles.

1. Effective slab widths for simple composite beams with ribbed metal deck;Fahmy E. H.;Model. Simul. Control B,1985

2. ABAQUS [Computer software]. Dassault Systemes Simula Corp. Providence RI.

3. ACI (American Concrete Institute). (2002). “Building code requirements for reinforced concrete.” ACI 318-02 Farmington Hills MI.

4. Effective widths of composite beams of steel and concrete;Adekola A. O.;Struct. Eng.,1968

5. The dependence of shear lag on partial interaction in composite beams

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