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    Efficient Preconditioned Soil–Foundation–Structure Interaction Approach to Compute Tall-Building Time Periods 

    Source: Practice Periodical on Structural Design and Construction:;2019:;Volume (024):;issue:003
    Author(s): A. M. Elmeliegy;Youssef F. Rashed
    Publisher: American Society of Civil Engineers
    Abstract: The present paper suggests an efficient preconditioned two-iteration substructure approach—namely, preconditioned soil–structure interaction (PSSI)—to couple the analysis of a superstructure over fixed bases (which is ...
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    Efficient Preconditioned Soil–Foundation–Structure Interaction Approach to Compute Tall-Building Time Periods 

    Source: Practice Periodical on Structural Design and Construction:;2019:;Volume ( 024 ):;issue: 003
    Author(s): A. M. Elmeliegy; Youssef F. Rashed
    Publisher: American Society of Civil Engineers
    Abstract: The present paper suggests an efficient preconditioned two-iteration substructure approach—namely, preconditioned soil–structure interaction (PSSI)—to couple the analysis of a superstructure over fixed bases (which is ...
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    Time-Differencing Fundamental Solutions for Plane Elastodynamics 

    Source: Journal of Engineering Mechanics:;2022:;Volume ( 148 ):;issue: 008:;page 04022035
    Author(s): Ahmed Fady Farid; Youssef F. Rashed
    Publisher: ASCE
    Abstract: In this paper, new fundamental solutions for dynamic analysis of plane elastodynamics are developed. The governing dynamic differential equations are rewritten by replacing the accelerations with the corresponding displacements ...
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    BIM Standards for Automated BEM Structural Analysis and Design of RC Plates 

    Source: Journal of Computing in Civil Engineering:;2016:;Volume ( 030 ):;issue: 004
    Author(s): Mostafa E. Mobasher; Youssef F. Rashed; Wael Elhaddad
    Publisher: American Society of Civil Engineers
    Abstract: This paper introduces a new system that utilizes the advantages of boundary element analysis in structural engineering applications. A standardized building information model (BIM) for automated structural analysis and ...
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    Transformation of Domain Integrals in BEM for Thick Foundation Plates 

    Source: Journal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 009
    Author(s): Youssef F. Rashed; M. H. Aliabadi; C. A. Brebbia
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, the domain integrals due to uniform load or self-weight that appear in the boundary element method (BEM) formulation for thick plates resting on elastic foundations are transformed to boundary integrals. The ...
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