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    Response of Conventional Steel Stud Wall Systems under Static and Dynamic Pressure 

    Source: Journal of Performance of Constructed Facilities:;2005:;Volume ( 019 ):;issue: 004
    Author(s): H. Salim; P. Muller; R. Dinan
    Publisher: American Society of Civil Engineers
    Abstract: This research effort focuses on the evaluation of existing design standards for cold-formed steel stud walls and the development of retrofit wall systems. Full-scale wall systems are tested under uniform static pressure ...
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    Analysis and Experimental Evaluation of In-Fill Steel-Stud Wall Systems under Blast Loading 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 008
    Author(s): H. Salim; R. Dinan; P. T. Townsend
    Publisher: American Society of Civil Engineers
    Abstract: To be able to develop and advance blast-retrofit technologies, it is crucial first to be able to develop prediction methodologies and engineering design tools. Therefore, this paper will present the analytical modeling and ...
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    Quasi-Static Performance of Interlayer Systems for Laminated Glass 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 001
    Author(s): M. Nawar; H. Salim; M. Lafta; Ashraf Elshihy
    Publisher: American Society of Civil Engineers
    Abstract: To be able to accurately predict the static resistance function of laminated glass subjected to blast loads using engineering analysis methods, it is critical to evaluate the static behavior of the polymer interlayer before ...
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    Modeling and Shock Tube Testing of Architectural Glazing Systems for Blast Resistance 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 007
    Author(s): M. Nawar; H. Salim; B. Lusk; S. Kiger
    Publisher: American Society of Civil Engineers
    Abstract: Building envelope is a critical line of defense against external explosions, and laminated glass can greatly reduce the hazard of flying shards. Blast-resistant glazing research exists, but few areas remain unexplored ...
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    Shock Load Capacity of Concrete Expansion Anchoring Systems in Uncracked Concrete 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 008
    Author(s): H. Salim; R. Dinan; J. Shull; P. T. Townsend
    Publisher: American Society of Civil Engineers
    Abstract: Concrete anchoring systems are commonly used in blast resistant wall systems. These anchoring systems are often subjected to large tensile forces in a short time during an external blast event. Previous research has been ...
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    Performance of Partially Grouted, Minimally Reinforced CMU Cavity Walls against Blast Demands. I: Large Deflection Static Resistance under Uniform Pressure 

    Source: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 004
    Author(s): John M. Hoemann; Jonathan S. Shull; Hani H. Salim; Bryan T. Bewick; James S. Davidson
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of large-deflection resistance testing of partially grouted single-wythe and multiwythe insulated masonry walls. Three design sections were evaluated under uniform pressure in a vacuum chamber ...
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    Performance of Partially Grouted, Minimally Reinforced CMU Cavity Walls against Blast Demands. II: Performance under Impulse Loads 

    Source: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 004
    Author(s): John M. Hoemann; Jonathan S. Shull; Hani H. Salim; Bryan T. Bewick; James S. Davidson
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of full-scale blast load testing of partially grouted single-wythe and multiwythe insulated masonry walls. Three design sections were evaluated, as follows: (1) a 150-mm (6-in.) standard ...
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