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    Convex Optimization Approach to Observer-Based Stabilization of Uncertain Linear Systems 

    Source: Journal of Dynamic Systems, Measurement, and Control:;2006:;volume( 128 ):;issue: 004:;page 989
    Author(s): Salim Ibrir
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: New sufficient linear matrix inequality conditions guaranteeing the stability of uncertain linear systems by means of dynamic output feedbacks are presented. It is shown that the search of an ...
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    History and Findings of ACEC Peer Review Program 

    Source: Journal of Management in Engineering:;1999:;Volume ( 015 ):;issue: 001
    Author(s): Salim K. Najjar
    Publisher: American Society of Civil Engineers
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    Finite-Element Analysis of Reinforced-Concrete Box Girder Bridges under Close-In Detonations 

    Source: Journal of Performance of Constructed Facilities:;2013:;Volume ( 027 ):;issue: 006
    Author(s): Ahmed; Ibrahim; Hani; Salim
    Publisher: American Society of Civil Engineers
    Abstract: Localized spalling/cratering of concrete structures subjected to close-in detonations may lead to global structural failure. This paper presents the details and results of a numerical study conducted on posttensioned ...
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    Numerical Simulation and Verification of Curtain Wall Systems under Shock Pressure 

    Source: Practice Periodical on Structural Design and Construction:;2014:;Volume ( 019 ):;issue: 002
    Author(s): Nawar; Salim; Lusk; Kiger
    Publisher: American Society of Civil Engineers
    Abstract: When properly designed, framed, and anchored, blast-resistant laminates for curtain walls can greatly reduce or eliminate the hazard and injury from flying glass, and are capable of maintaining the integrity of a building ...
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    Confinement Model for High-Strength Concrete 

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 003
    Author(s): Salim Razvi; Murat Saatcioglu
    Publisher: American Society of Civil Engineers
    Abstract: A mathematical model is developed to express the stress-strain relationship of high-strength concrete confined by transverse reinforcement. The model is applicable to both normal-strength and high-strength concretes, ...
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    Using Mixture Design Data and Existing Prediction Models to Evaluate the Potential Performance of Asphalt Pavements 

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 007:;page 04022151
    Author(s): Jolina Karam; Ramadan Salim; Kamil Kaloush
    Publisher: ASCE
    Abstract: The objective of this study was to develop a simplified process and tool to assess the potential performance of Hot Mix Asphalt (HMA) mixtures in terms of rutting, fatigue, and thermal cracking, using only asphalt mix ...
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    Strength and Ductility of Confined Concrete 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 006
    Author(s): Murat Saatcioglu; Salim R. Razvi
    Publisher: American Society of Civil Engineers
    Abstract: An analytical model is proposed to construct a stress‐strain relationship for confined concrete. The model consists of a parabolic ascending branch, followed by a linear descending segment. It is based on calculation of ...
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    Discussion of “Stress‐Strain Model for Confined Reinforced Concrete in Bridge Piers” by Salim R. Razvi and Murat Saatcioglu 

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 010
    Author(s): Salim R. Razvi; Murat Saatcioglu
    Publisher: American Society of Civil Engineers
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    High-Strength Concrete Columns with Square Sections under Concentric Compression 

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 012
    Author(s): Murat Saatcioglu; Salim R. Razvi
    Publisher: American Society of Civil Engineers
    Abstract: Experimental research was conducted to investigate the behavior of square high-strength concrete columns confined by rectilinear reinforcement. Large-scale columns with concrete strengths between 60 MPa and 124 MPa were ...
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    Discussion: Strain Localization in Confined High-Strength Concrete Columns 

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 009
    Author(s): Salim R. Razvi; Murat Saatcioglu
    Publisher: American Society of Civil Engineers
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