Influence of Cross-Laminated Timber Floors and Their Connections on the Robustness of Mass-Timber Building: A Case Study on a Midrise Building

Author:

Ponnampalam Thusiyanthan1,Navaratnam Satheeskumar2ORCID,Thamboo Julian3,Zhang Guomin4ORCID

Affiliation:

1. Ronnie & Koh Consultants Pte Ltd., 28 Sin Ming Ln., Midview City, Singapore 573972.

2. School of Engineering, RMIT Univ., Melbourne, VIC 3000, Australia (corresponding author). ORCID: .

3. Dept. of Civil Engineering, South Eastern Univ. of Sri Lanka, Oluvil 32360, Sri Lanka.

4. Professor, School of Engineering, RMIT Univ., Melbourne, VIC 3000, Australia. ORCID:

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference47 articles.

1. Progressive collapse analysis of a typical RC high-rise tower

2. Dynamic Response of Tall Mass-Timber Buildings to Wind Excitation

3. Bita H. M. N. Currie and T. Tannert. 2016. “Assessment of disproportionate collapse for multi-storey cross-laminated timber buildings.” In Proc. DAAAM Int. Vienna 2016 World Conf. on Timber Engineering. Vienna Austria: TU Verlag.

4. Disproportionate collapse prevention analysis for a mid-rise flat-plate cross-laminated timber building

5. Bita H. M. and T. Thomas. 2017. “Robustness of multi-storey timber buildings.” In Proc. 39th IABSE Symp. in Vancouver 2017: Engineering the Future 1934–1941. Zurich Switzerland: International Association for Bridge and Structural Engineering.

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