YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    Search 
    •   YE&T Library
    • Search
    •   YE&T Library
    • Search
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Search

    Show Advanced FiltersHide Advanced Filters

    Filters

    Use filters to refine the search results.

    Now showing items 1-10 of 70

    • Relevance
    • Title Asc
    • Title Desc
    • Year Asc
    • Year Desc
    • 5
    • 10
    • 20
    • 40
    • 60
    • 80
    • 100
  • Export
    • CSV
    • RIS
    • Sort Options:
    • Relevance
    • Title Asc
    • Title Desc
    • Issue Date Asc
    • Issue Date Desc
    • Results Per Page:
    • 5
    • 10
    • 20
    • 40
    • 60
    • 80
    • 100

    Experimental Performance Assessment of Large-Scale Polyurethane-Enhanced Damage-Resistant Bridge Columns with Energy Dissipation Links. I: Overview and Damage Assessment 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 010:;page 04021155-1
    Author(s): Mohammad T. Nikoukalam; Petros Sideris
    Publisher: ASCE
    Abstract: This paper, which is the first of two companion papers, investigates the performance of a novel bridge column design, termed polyurethane (PU)-enhanced rocking column with energy dissipation (ED) links, through a large-scale ...
    Request PDF

    A Gradient Inelastic Flexibility-Based Frame Element Formulation 

    Source: Journal of Engineering Mechanics:;2016:;Volume ( 142 ):;issue: 007
    Author(s): Petros Sideris; Mohammad Salehi
    Publisher: American Society of Civil Engineers
    Abstract: This paper introduces a novel gradient inelastic beam theory and a corresponding flexibility-based (FB) frame element formulation to treat major weaknesses of existing FB formulations in the presence of softening section ...
    Request PDF

    Refined Gradient Inelastic Flexibility-Based Formulation for Members Subjected to Arbitrary Loading 

    Source: Journal of Engineering Mechanics:;2017:;Volume ( 143 ):;issue: 009
    Author(s): Mohammad Salehi; Petros Sideris
    Publisher: American Society of Civil Engineers
    Abstract: This paper advances the gradient inelastic (GI) flexibility-based (FB) frame element formulation, which focused on monotonic loading conditions, to capture member responses to arbitrary (nonmonotonic) loading conditions. ...
    Request PDF

    Nonnormality Increases Variance 

    Source: Journal of the Atmospheric Sciences:;1995:;Volume( 052 ):;issue: 008:;page 1155
    Author(s): Ioannou, Petros J.
    Publisher: American Meteorological Society
    Abstract: Recently, a new theoretical and conceptual model of quasigeostrophic turbulence has been advanced in which eddy variance is regarded as being maintained by transient growth of perturbations arising from sources including ...
    Request PDF

    A Gradient Inelastic Flexibility-Based Frame Element Formulation 

    Source: Journal of Engineering Mechanics:;2016:;Volume ( 142 ):;issue: 007
    Author(s): Petros Sideris; Mohammad Salehi
    Publisher: American Society of Civil Engineers
    Abstract: This paper introduces a novel gradient inelastic beam theory and a corresponding flexibility-based (FB) frame element formulation to treat major weaknesses of existing FB formulations in the presence of softening section ...
    Request PDF

    Capacity Spectrum Seismic Design Methodology for Bridges with Hybrid Sliding-Rocking Columns 

    Source: Journal of Bridge Engineering:;2018:;Volume ( 023 ):;issue: 008
    Author(s): Madhusudhanan Sreenivas;Sideris Petros
    Publisher: American Society of Civil Engineers
    Abstract: Bridges with hybrid sliding-rocking (HSR) columns offer an attractive alternative for accelerated construction in seismic regions. HSR columns include internal unbonded post-tensioning, end rocking joints, and intermediate ...
    Request PDF

    Seismic Response of Squat Rigid Bodies on Inclined Planes with Rigid Boundaries 

    Source: Journal of Engineering Mechanics:;2014:;Volume ( 140 ):;issue: 001
    Author(s): Petros; Sideris; Andre; Filiatrault
    Publisher: American Society of Civil Engineers
    Abstract: A planar rigid-body dynamics formulation describing the seismic behavior of a squat rectangular rigid body initially resting on an inclined rigid plane is presented. The downslope motion of the body is limited by a rigid ...
    Request PDF

    Machine Learning-Based Digital Twins Reduce Seasonal Remapping in Aeroderivative Gas Turbines 

    Source: Journal of Energy Resources Technology:;2021:;volume( 144 ):;issue: 003:;page 32105-1
    Author(s): Petro, Nick; Lopez, Felipe
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Aeroderivative gas turbines have their combustion set points adjusted periodically in a process known as remapping. Even turbines that perform well after remapping may produce unacceptable behavior when external conditions ...
    Request PDF

    Enhanced Rayleigh Damping Model for Dynamic Analysis of Inelastic Structures 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 010
    Author(s): Mohammad Salehi; Petros Sideris
    Publisher: ASCE
    Abstract: This paper presents an Enhanced Rayleigh damping model for dynamic analysis of inelastic structures. The conventional Rayleigh damping model has been extensively used to represent inherent energy dissipation sources in ...
    Request PDF

    Experimental Performance Assessment of Large-Scale Polyurethane-Enhanced Damage-Resistant Bridge Columns with Energy Dissipation Links. II: Quantitative Results 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 010:;page 04021156-1
    Author(s): Mohammad T. Nikoukalam; Petros Sideris
    Publisher: ASCE
    Abstract: This paper, which is the second of two companion papers, presents the results of a large-scale testing program on a novel bridge column design, termed polyurethane (PU)-enhanced rocking column with energy dissipation (ED) ...
    Request PDF
    • 1
    • 2
    • 3
    • 4
    • . . .
    • 7
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     

    Author

    ... View More

    Publisher

    Year

    Type

    Content Type

    Publication Title

    ... View More
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian