Structural Integrity of Bolted Glulam Frame Connections Reinforced with Self-Tapping Screws in a Column Removal Scenario

Author:

Petrycki Adam1,Salem Osama “Sam”2ORCID

Affiliation:

1. Ph.D. Student, Dept. of Civil Engineering, Lakehead Univ., 955 Oliver Rd., Thunder Bay, ON, Canada P7B 5E1.

2. Associate Professor, Dept. of Civil Engineering, Lakehead Univ., 955 Oliver Rd., Thunder Bay, ON, Canada P7B 5E1 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference22 articles.

1. Ductile moment-resistant steel–timber connections

2. Ductility aspects of reinforced and non-reinforced timber joints

3. Experimental study on multiple-bolt steel-to-timber tension joints

4. Gehloff M. M. Closen and F. Lam. 2010. “Reduced edge distances in bolted timber moment connections with perpendicular to grain reinforcements.” In Proc. 11th World Conf. on Timber Engineering. Sesto Fiorentino Italy: Trees and Timber Institute National Research Council of Italy.

5. The effect of end distance on the moment resistance of timber rivet connections

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