Show simple item record

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


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record