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contributor authorKeri L. Ryan
contributor authorNhan D. Dao
date accessioned2017-05-08T22:22:59Z
date available2017-05-08T22:22:59Z
date copyrightJanuary 2016
date issued2016
identifier other43792634.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/79165
description abstractThis paper focuses on a horizontal-vertical coupling effect observed in a full-scale shake table experiment of a 5-story moment frame building isolated with triple pendulum bearings. A significant increase or amplification of the horizontal floor accelerations was observed during three-dimensional (3D) shaking compared to
publisherAmerican Society of Civil Engineers
titleInfluence of Vertical Ground Shaking on Horizontal Response of Seismically Isolated Buildings with Friction Bearings
typeJournal Paper
journal volume142
journal issue1
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0001352
treeJournal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 001
contenttypeFulltext


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