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    Generalized Method of Moments Applied to LP3 Distribution 

    Source: Journal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 008
    Author(s): Bernard Bobee; Fahim Ashkar
    Publisher: American Society of Civil Engineers
    Abstract: The log‐Pearson type 3 (LP3) distribution is recommended in the United States by the Water Resources Council (WRC) as the parent distribution to maximum annual flood series. The parameter estimation technique proposed for ...
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    Discriminating between the Lognormal and the Log-Logistic Distributions for Hydrological Frequency Analysis 

    Source: Journal of Hydrologic Engineering:;2012:;Volume ( 017 ):;issue: 001
    Author(s): Fahim Ashkar; François Aucoin
    Publisher: American Society of Civil Engineers
    Abstract: Discriminating between competitive statistical models is an important problem in hydrological frequency analysis. The present study deals with discrimination between the two-parameter lognormal (
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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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    A Study on the Design and Mechanical Adhesion of Polymer Foam-Metal Joints 

    Source: Journal of Engineering Materials and Technology:;2008:;volume( 130 ):;issue: 003:;page 31011
    Author(s): Ahsan Ahmed; Hani Naguib; Atef Fahim
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The design of metal-polymer foam adhesion and load transfer characteristics is carried out in this research work. The metal inserts are used as the load transfer component, while the foam is ...
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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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    Separation of Skewness: Reality of Regional Artifact? 

    Source: Journal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 003
    Author(s): Fahim Ashkar; Bernard Bobée; Jacques Bernier
    Publisher: American Society of Civil Engineers
    Abstract: Statistical distributions have often been used to estimate future flood probabilities based on a past record of flood events. To choose such distributions, one study in the United States considered a number of hydrologically ...
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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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