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    Inelastic Displacement Spectra for Bridges Using the Substitute-Structure Method 

    Source: Practice Periodical on Structural Design and Construction:;2016:;Volume ( 021 ):;issue: 002
    Author(s): Tim Huff; Shahram Pezeshk
    Publisher: American Society of Civil Engineers
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    Comparison of Nonlinear Static Procedures and Modeling Assumptions for the Seismic Design of Ordinary Bridges 

    Source: Practice Periodical on Structural Design and Construction:;2017:;Volume ( 022 ):;issue: 002
    Author(s): Ali Hajihashemi; Shahram Pezeshk; Tim Huff
    Publisher: American Society of Civil Engineers
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    Optimized Design of Two-Dimensional Structures Using a Genetic Algorithm 

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 005
    Author(s): Charles Camp; Shahram Pezeshk; Guozhong Cao
    Publisher: American Society of Civil Engineers
    Abstract: A design procedure incorporating a simple genetic algorithm (GA) is developed for discrete optimization of two-dimensional structures. The objective function considered is the total weight (or cost) of the structure. The ...
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    Flexural Design of Reinforced Concrete Frames Using a Genetic Algorithm 

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 001
    Author(s): Charles V. Camp; Shahram Pezeshk; Håkan Hansson
    Publisher: American Society of Civil Engineers
    Abstract: A design procedure implementing a genetic algorithm is developed for discrete optimization of reinforced concrete frames (
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    Probabilistic Performance-Based Optimal Design of Steel Moment-Resisting Frames. II: Applications 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 006
    Author(s): Arzhang Alimoradi; Shahram Pezeshk; Christopher M. Foley
    Publisher: American Society of Civil Engineers
    Abstract: Design codes are migrating from prescriptive procedures intended to preserve life safety to reliability-based design. All stakeholders are given the opportunity to speak the common language of risk and structural designs ...
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    Probabilistic Performance-Based Optimal Design of Steel Moment-Resisting Frames. I: Formulation 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 006
    Author(s): Christopher M. Foley; Shahram Pezeshk; Arzhang Alimoradi
    Publisher: American Society of Civil Engineers
    Abstract: Significant progress has been made in the preceding two decades in the area of seismic engineering. Design codes are very quickly migrating from prescriptive procedures intended to preserve life safety to reliability-based ...
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    Application of Metaheuristic Algorithms in Ground Motion Selection and Scaling for Time History Analysis of Structures 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 008:;page 04024094-1
    Author(s): Mohsen Akhani; Najme Alidadi; Shahram Pezeshk
    Publisher: American Society of Civil Engineers
    Abstract: In this study, we utilize two metaheuristic algorithms, particle swarm optimization, and biogeography-based optimization, to select and scale ground motion (GM) records for use in the time history analysis of structures. ...
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    Comparison of Static and Dynamic Lateral Stiffnesses of a Driven Pile 

    Source: Journal of Bridge Engineering:;2001:;Volume ( 006 ):;issue: 002
    Author(s): Edwin G. Burdette; Shahram Pezeshk; J. Harold Deatherage; David W. Goodpasture
    Publisher: American Society of Civil Engineers
    Abstract: Accurate modeling of support conditions is important in the analysis of bridges for seismic loading. To address the problem of modeling the soil-structure interface of bridges supported by piles driven in loess in West ...
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