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    Net Section Tension Capacity of Equal Angle Braces Bolted at Different Legs 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 006
    Author(s): Lip H. Teh; Benoit P. Gilbert
    Publisher: American Society of Civil Engineers
    Abstract: This paper points out that, in practice, the two connected ends of an angle brace or bracket may be bolted at different legs due to constructional constraints. However, no design equation for determining the net section ...
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    Drive-In Steel Storage Racks I: Stiffness Tests and 3D Load-Transfer Mechanisms 

    Source: Journal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 002
    Author(s): Benoit P. Gilbert; Kim J. R. Rasmussen
    Publisher: American Society of Civil Engineers
    Abstract: Steel storage racks, made of cold-formed steel, are used extensively in industry for storing goods. Two main racking systems prevail, referred to as selective racks and drive-in racks. International racking design codes ...
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    Net Section Tension Capacity of Bolted Connections in Cold-Reduced Steel Sheets 

    Source: Journal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 003
    Author(s): Lip H. Teh; Benoit P. Gilbert
    Publisher: American Society of Civil Engineers
    Abstract: This paper examines the accuracy of design equations specified in the North American, European and Australasian codes for cold-formed steel structures in determining the net section tension capacity of bolted connections ...
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    Strain Rate Effect on the Embedment Mechanical Properties and Fracture Behavior of Softwood Laminated Veneer Lumbers: Implications to Timber Connections 

    Source: Journal of Structural Engineering:;2023:;Volume ( 149 ):;issue: 009:;page 04023121-1
    Author(s): Xinyi Cheng; Benoit P. Gilbert; Chunhao Lyu; Hong Guan
    Publisher: ASCE
    Abstract: This paper experimentally investigates the influence of the strain rate experienced during earthquake and progressive collapse events on mechanical properties affecting the design of softwood laminated veneer lumber timber ...
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    Drive-In Steel Storage Racks. II: Reliability-Based Design for Forklift Truck Impact 

    Source: Journal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 002
    Author(s): Hao Zhang; Benoit P. Gilbert; Kim J. R. Rasmussen
    Publisher: American Society of Civil Engineers
    Abstract: Steel drive-in racks are susceptible to structural failure from accidental impact by operating forklift trucks. Under impact, the upright bends and the supported pallets may drop through the rack to cause structural collapse ...
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    Comparative and Parametric Studies on Behavior of RC-Flat Plates Subjected to Interior-Column Loss 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 009
    Author(s): Huizhong Xue; Hong Guan; Benoit P. Gilbert; Xinzheng Lu; Yi Li
    Publisher: ASCE
    Abstract: To investigate the influence of critical parameters on the progressive collapse resistance of reinforced concrete (RC)-flat plates, a set of finite-element modeling techniques was established. The modeling of bond-slip ...
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    Parametric Studies and Design Rules for Local and Distortional Biaxial-Bending Capacity of Cold-Formed Steel Storage-Rack Uprights 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 003
    Author(s): Nima Talebian; Benoit P. Gilbert; Cao Hung Pham; Romain Chariere; Hassan Karampour
    Publisher: ASCE
    Abstract: This paper first describes a finite element model using advanced analysis to determine the biaxial bending capacity of cold-formed steel storage rack upright sections. The model is found to accurately predict published ...
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