Capacity and Failure-Mode Prediction of Mass Timber Panel–Concrete Composite Floor System with Mechanical Connectors-Reference-Cited by-同舟云学术

Capacity and Failure-Mode Prediction of Mass Timber Panel–Concrete Composite Floor System with Mechanical Connectors

Published:2021-02 Issue:2 Volume:147 Page:04020338
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Mirdad Md Abdul Hamid¹^ORCID,Chui Ying Hei²,Tomlinson Douglas³^ORCID

Affiliation:

1. Postdoctoral Fellow, Structural Engineering, Dept. of Civil and Environmental Engineering, Donadeo Innovation Centre for Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 1H9 (corresponding author). ORCID: .

2. Professor, Natural Sciences and Engineering Research Council of Canada Industrial Research Chair in Engineered Wood and Building Systems, Dept. of Civil and Environmental Engineering, Donadeo Innovation Centre for Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 1H9.

3. Assistant Professor, Structural Engineering, Dept. of Civil and Environmental Engineering, Donadeo Innovation Centre for Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 1H9. ORCID:

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.0002909

Reference42 articles.

1. Bejtka I. 2005. “Reinforcement of wooden components with fully threaded screws.” Ph.D. thesis Dept. of Timber Construction and Structures Universtität Karlsruhe.

2. Bejtka I. and H. Blaß. 2005. “Self-tapping screws as reinforcements in connections with dowel-type fasteners.” In Proc. Int. Council for Research and Innovation in Building and Construction Meeting 38 CIB-W18/38-7-4. Karlsruhe Germany: Universität Karlsruhe.

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