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    Semiactive Control Algorithms for Structures with Variable Dampers 

    Source: Journal of Engineering Mechanics:;1998:;Volume ( 124 ):;issue: 009
    Author(s): Fahim Sadek; Bijan Mohraz
    Publisher: American Society of Civil Engineers
    Abstract: Semiactive control systems combine the features of active and passive control to reduce the response of structures to various dynamic loadings. They include: (1) Active variable stiffness, where the stiffness of the structure ...
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    Discussion: Vibration Control of Tall Buildings Using Mega Subconfiguration 

    Source: Journal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 006
    Author(s): Fahim Sadek; Bijan Mohraz
    Publisher: American Society of Civil Engineers
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    Peak Non-Gaussian Wind Effects for Database-Assisted Low-Rise Building Design 

    Source: Journal of Engineering Mechanics:;2002:;Volume ( 128 ):;issue: 005
    Author(s): Fahim Sadek; Emil Simiu
    Publisher: American Society of Civil Engineers
    Abstract: Current procedures for estimating the peaks of the stochastic response of tall buildings to wind are based on the assumption that the response is Gaussian. Those procedures are therefore inapplicable to low-rise buildings, ...
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    Modeling and Analysis of Single-Plate Shear Connections under Column Loss 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 003
    Author(s): Joseph A. Main; Fahim Sadek
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a computational assessment of the behavior of single-plate shear (shear tab) connections in gravity frames under column-loss scenarios. Two-span beam assemblies without floor slabs are considered under ...
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    Linear Procedures for Structures with Velocity-Dependent Dampers 

    Source: Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 008
    Author(s): Fahim Sadek; Bijan Mohraz; Michael A. Riley
    Publisher: American Society of Civil Engineers
    Abstract: Passive energy dissipation devices are used to reduce the damage from earthquakes by absorbing a portion of the earthquake-induced energy in structures. Wide acceptance of these devices in structures will depend on the ...
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    Discussion of “Definition of Wind Profiles in ASCE 7” by Yin Zhou and Ahsan Kareem 

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 011
    Author(s): Emil Simiu; Fahim Sadek; Michael A. Riley
    Publisher: American Society of Civil Engineers
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    Progressive Collapse Resistance of Steel-Concrete Composite Floors 

    Source: Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 010
    Author(s): Yasser Alashker; Sherif El-Tawil; Fahim Sadek
    Publisher: American Society of Civil Engineers
    Abstract: This paper discusses the progressive collapse resistance of steel-concrete composite floors in which steel beams are attached to columns through shear tabs. This is a common type of system used for the gravity bay portions ...
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    Closure to “Progressive Collapse Resistance of Steel-Concrete Composite Floors” by Yasser Alashker, Sherif El-Tawil, and Fahim Sadek 

    Source: Journal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 012
    Author(s): Yasser Alashker; Sherif El-Tawil; Fahim Sadek
    Publisher: American Society of Civil Engineers
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    Database-Assisted Wind Load Capacity Estimates for Low-Rise Steel Frames 

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 012
    Author(s): Seokkwon Jang; Le-Wu Lu; Fahim Sadek; Emil Simiu
    Publisher: American Society of Civil Engineers
    Abstract: A comparative study is presented of the estimated wind load capacities of low-rise steel building frames based on loading patterns (magnitude and distribution) established from aerodynamic databases on the one hand, and ...
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    Robustness of Composite Floor Systems with Shear Connections: Modeling, Simulation, and Evaluation 

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 011
    Author(s): Fahim Sadek; Sherif El-Tawil; H. S. Lew
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a computational investigation of the robustness of a typical concrete deck–steel beam composite floor system with simple shear connections in the event that a center column has been removed. The study ...
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