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Total 45 records

    Wave interaction pitch response of tension leg structures

    , Article 13th International Congress on Sound and Vibration 2006, ICSV 2006, Vienna, 2 July 2006 through 6 July 2006 ; Volume 5 , 2006 , Pages 3508-3515 ; 9781627481502 (ISBN) Tabeshpour, M. R ; Ataie Ashtiani, B ; Seif, M. S ; Golafshani, A. A ; Sharif University of Technology
    2006
    Abstract
    Because of fluctuation in leg tension, pitch motion is very effective in fatigue and life safety of leg elements in tension leg structures (TLSs). In this paper exact solution for pitch vibration of a TLS interacting with ocean wave is presented. The legs are considered as elastic springs. The flow is assumed to be irrotational and single-valued velocity potentials are defined. The effects of radiation and scattering are considered in the boundary value problem. Because of linear behavior of legs during wave excitation, ignoring coupling effects with other degrees of freedom, the analytical solution of pitch response has good agreement with the real behavior of the structure  

    Seismic analysis of a system of dam-massed foundation-reservoir under inclined excitation

    , Article JVC/Journal of Vibration and Control ; 2021 ; 10775463 (ISSN) Sotoudeh, P ; Ghaemian, M ; Sharif University of Technology
    SAGE Publications Inc  2021
    Abstract
    One of the acceptable assumptions in engineering practice is vertical propagation of earthquake waves. When the source of earthquake is located very deep in the ground, this assumption is valid, but for sources located in shallow ground, it loses its viability. In this study, linear seismic analysis of a system of concrete dam-massed foundation-reservoir is performed under inclined earthquake excitation. Both P- and SV-type earthquakes are considered for the purpose of the seismic analysis. To consider the effects of inhomogeneous waves for the case of SV wave propagation, post-critical angles are also considered in the analysis. To investigate the effects of earthquake frequency content on... 

    Seismic analysis of a system of dam-massed foundation-reservoir under inclined excitation

    , Article JVC/Journal of Vibration and Control ; Volume 28, Issue 13-14 , 2022 , Pages 1769-1780 ; 10775463 (ISSN) Sotoudeh, P ; Ghaemian, M ; Sharif University of Technology
    SAGE Publications Inc  2022
    Abstract
    One of the acceptable assumptions in engineering practice is vertical propagation of earthquake waves. When the source of earthquake is located very deep in the ground, this assumption is valid, but for sources located in shallow ground, it loses its viability. In this study, linear seismic analysis of a system of concrete dam-massed foundation-reservoir is performed under inclined earthquake excitation. Both P- and SV-type earthquakes are considered for the purpose of the seismic analysis. To consider the effects of inhomogeneous waves for the case of SV wave propagation, post-critical angles are also considered in the analysis. To investigate the effects of earthquake frequency content on... 

    Experimental investigation of instability of fluid mud layer under surface wave motion

    , Article Physics of Fluids ; Volume 34, Issue 3 , 2022 ; 10706631 (ISSN) Aleebrahim, M. A ; Jamali, M ; Sharif University of Technology
    American Institute of Physics Inc  2022
    Abstract
    Motivated by environmental impacts of surface-wave induced mixing of fluid mud with clear water in nearshore areas, this paper presents quantitative measurements of excitation of interfacial waves over a bed mud layer by a surface wave in a wave flume. After an initial fluidization process, a quasi-standing interfacial wave comprised of four interfacial waves was observed at the interface as a result of a resonant wave interaction with the surface wave. The interfacial waves were subharmonic to the surface wave and traveled at the maximum possible angle from it. The growth rate and kinematic properties of the interfacial waves were measured, and good agreement with theoretical predictions of... 

    Stability analysis of parametric resonance in spar-buoy based on Floquet theory

    , Article Ocean Engineering ; Volume 266 , 2022 ; 00298018 (ISSN) Aziminia, M. M ; Abazari, A ; Behzad, M ; Hayatdavoodi, M ; Sharif University of Technology
    Elsevier Ltd  2022
    Abstract
    Parametric resonance is a phenomenon caused by time-varying changes in the parameters of a system which may result in undesirable motion responses and instability. Floating bodies like ships and spar-buoys are prone to Mathieu instability mainly due to the instantaneous change of the metacentric height. With the fast-growing developments in Ocean Renewable Energy systems, spar-buoys are commonly used for wave energy convertors and floating wind turbines. Undesirable, unstable motions as a result of the parametric resonance can be problematic as it may cause inefficiency in operations and structural risk integrity. In this research, a new approach has been developed to investigate these...