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contributor authorJoseph Wartman
contributor authorJonathan D. Bray
contributor authorRaymond B. Seed
date accessioned2017-05-08T21:27:44Z
date available2017-05-08T21:27:44Z
date copyrightAugust 2003
date issued2003
identifier other%28asce%291090-0241%282003%29129%3A8%28673%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52371
description abstractThis study considers the shaking-induced displacement and dynamic response of a rigid block and deformable columns of soil on an inclined plane. This work demonstrates that because of the coupled dynamic response and sliding of earth masses, actual deformations in these systems can vary significantly from those computed in a rigid block analysis proposed by Newmark in 1965. The rigid sliding block procedure was found to be generally unconservative when the predominant frequency of the input motion is somewhat less or about equal to the natural frequency of the sliding mass
publisherAmerican Society of Civil Engineers
titleInclined Plane Studies of the Newmark Sliding Block Procedure
typeJournal Paper
journal volume129
journal issue8
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(2003)129:8(673)
treeJournal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 008
contenttypeFulltext


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