Experimental study on the quasi-static progressive collapse response of post-and-beam mass timber buildings under an edge column removal scenario

Author:

Lyu C.H.ORCID,Gilbert B.P.,Guan H.,Underhill I.D.,Gunalan S.,Karampour H.

Funder

Department of Agriculture and Fisheries, Queensland Government

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference77 articles.

1. Mitigating risk from abnormal loads and progressive collapse;Ellingwood;J Perform Constr Facil,2006

2. DoD, UFC 4-023-03: Design of buildings to resist progressive collapse. Washington, DC, USA: US Department of Defence; 2016: UFC 4-023-03, Washington, DC, USA.

3. GSA. Alternate Path Analysis and design guidelines for progressive collapse resistance. General Service Administration. Washington, DC, USA; 2016.

4. Institution of Structural Engineers. Practical Guide to Structural Robustness and Disproportionate Collapse in Buildings. London, UK: IStructE Ltd; 2010.

5. Probabilistic serviceability-performance assessment of tall mass-timber buildings subjected to stochastic wind loads: Part I-structural design and wind tunnel testing;Bezabeh;J Wind Eng Ind Aerodyn,2018

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