Finite-Element Analysis and Parametric Study of Perforated Steel Plate Shear Connectors for Wood–Concrete Composites-Reference-Cited by-同舟云学术

Finite-Element Analysis and Parametric Study of Perforated Steel Plate Shear Connectors for Wood–Concrete Composites

Published:2018-10 Issue:10 Volume:144 Page:04018191
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Al-Sammari Alaa T.¹^ORCID,Clouston Peggi L.²,Breña Sergio F.³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Structural Engineering and Mechanics, Univ. of Massachusetts Amherst, 130 Natural Resources Rd., 141 Marston Hall, Amherst, MA 01003 (corresponding author). ORCID: .

2. Associate Professor, Dept. of Environmental Conservation, Building and Construction Technology Program, Univ. of Massachusetts Amherst, 551 North Pleasant St., 316 Design Bldg., Amherst, MA 01003.

3. Professor, Dept. of Civil and Environmental Engineering, Structural Engineering and Mechanics, Univ. of Massachusetts Amherst, 130 Natural Resources Rd., 233 Marston Hall, Amherst, MA 01003.

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.0002188

Reference20 articles.

1. Bathon L. O. Bletz and R. Bahmer. 2006. “Long term performance of continuous wood-concrete composite systems.” In Proc. 10th World Conf. on Timber Engineering. Portland OR.

2. Fatigue Performance of Single Span Wood-Concrete-Composite Bridges

3. Three-Dimensional Modelling of Notched Connections for Timber–Concrete Composite Beams

4. Composite concrete-timber structures

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