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contributor authorZongjin Li
contributor authorE. C. Rossow
contributor authorS. P. Shah
date accessioned2017-05-08T22:13:39Z
date available2017-05-08T22:13:39Z
date copyrightJuly 1989
date issued1989
identifier other39910846.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/74332
description abstractAnalytical and experimental studies of a sliding structural system are undertaken. The analytical studies show that the intensity of ground motion transmitted to the structure is largely limited by friction and the response of the structure is approximately linearly dependent of input frequency. This agrees with field observation of full scale masonry structures subjected to severe earthquakes and previous analytical studies. Two experimental model studies are carried out on an aluminum and a masonry structural system to verify the analytical results. These systems are subjected to steady sinusoidal excitation on a shaking table. Three materials are used to develop a simple horizontal plane. Comparisons show a good general agreement between experimental and theoretical results.
publisherAmerican Society of Civil Engineers
titleSinusoidal Forced Vibration of Sliding Masonry System
typeJournal Paper
journal volume115
journal issue7
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1989)115:7(1741)
treeJournal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 007
contenttypeFulltext


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