Vibration Properties and Serviceability Performance of a Modular Cross-Laminated Timber-Steel Composite Floor System-Reference-Cited by-同舟云学术

Vibration Properties and Serviceability Performance of a Modular Cross-Laminated Timber-Steel Composite Floor System

Published:2023-12 Issue:12 Volume:149 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Owolabi David¹,Loss Cristiano²^ORCID,Zhou Jianhui³^ORCID

Affiliation:

1. Ph.D. Candidate, Sustainable Engineered Structural Solutions Laboratory, Dept. of Wood Science, Univ. of British Columbia, Vancouver, BC, Canada V6T 1Z4.

2. Assistant Professor, Sustainable Engineered Structural Solutions Laboratory, Dept. of Wood Science, Univ. of British Columbia, Vancouver, BC, Canada V6T 1Z4 (corresponding author). ORCID: .

3. Associate Professor, School of Engineering, Univ. of Northern British Columbia, Prince George, BC, Canada V2L 3J2. 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

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-12587

Reference37 articles.

1. Abrahamsen R. 2017. “Mjøstårnet-construction of an 81 m tall timber building.” In Proc. Int. Wood Constr. Conf. Garmisch-Partenkirchen Germany: Forum-Holzbau.

2. AISC. 2010. Load and resistance factor design specifications for structural steel buildings. Chicago: AISC.

3. Allen, D. E., D. M. Onysko, and T. M. Murray. 1999. Design guide 1: Minimizing floor vibration. Redwood, CA: Applied Technology Council.

4. Barber, D., D. Blount, J. J. Hand, M. Roelofs, L. Wingo, J. Woodson, and F. Yang. 2022. Design guide 37: Hybrid steel frames with wood floors. Chicago: AISC.

5. Energy Dissipation from Vibrating Floor Slabs due to Human-Structure Interaction

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