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    Vibration Characteristics of Dams in Narrow Canyons

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 008
    Author:
    Panos Dakoulas
    ,
    George Gazetas
    DOI: 10.1061/(ASCE)0733-9410(1987)113:8(899)
    Publisher: American Society of Civil Engineers
    Abstract: Results from simplified analytical and numerical models on vibrational characteristics of earth dams in narrow canyons are presented. The effect of the canyon length over height ratio on the fundamental period of the dam is illustrated for five idealized canyons shapes: increasing canyon narrowness results in a decrease of the natural period. In contrast, a deformable underlying soil layer in the middle of the valley is shown to lengthen the natural period. Useful closed-form expressions for natural frequencies, displacement shapes, participation factors, and acceleration amplification functions are presented in a table. Acceleration amplification functions at midcrest are plotted versus a dimensionless frequency for various canyon shapes. A simple model of a dam in a semicylindrical canyon is used to demonstrate that flexible canyon boundaries may significantly reduce mid-crest accelerations due to energy radiation. Moreover, soil nonlinearities that develop during strong base motion may reduce drastically the high-frequency, high-amplitude midcrest accelerations caused by the narrow canyon.
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      Vibration Characteristics of Dams in Narrow Canyons

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    contributor authorPanos Dakoulas
    contributor authorGeorge Gazetas
    date accessioned2017-05-08T20:34:44Z
    date available2017-05-08T20:34:44Z
    date copyrightAugust 1987
    date issued1987
    identifier other%28asce%290733-9410%281987%29113%3A8%28899%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20141
    description abstractResults from simplified analytical and numerical models on vibrational characteristics of earth dams in narrow canyons are presented. The effect of the canyon length over height ratio on the fundamental period of the dam is illustrated for five idealized canyons shapes: increasing canyon narrowness results in a decrease of the natural period. In contrast, a deformable underlying soil layer in the middle of the valley is shown to lengthen the natural period. Useful closed-form expressions for natural frequencies, displacement shapes, participation factors, and acceleration amplification functions are presented in a table. Acceleration amplification functions at midcrest are plotted versus a dimensionless frequency for various canyon shapes. A simple model of a dam in a semicylindrical canyon is used to demonstrate that flexible canyon boundaries may significantly reduce mid-crest accelerations due to energy radiation. Moreover, soil nonlinearities that develop during strong base motion may reduce drastically the high-frequency, high-amplitude midcrest accelerations caused by the narrow canyon.
    publisherAmerican Society of Civil Engineers
    titleVibration Characteristics of Dams in Narrow Canyons
    typeJournal Paper
    journal volume113
    journal issue8
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1987)113:8(899)
    treeJournal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 008
    contenttypeFulltext
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