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contributor authorJian Zhao
contributor authorCatherine French
contributor authorCarol Shield
contributor authorThomas Posbergh
date accessioned2017-05-08T20:59:59Z
date available2017-05-08T20:59:59Z
date copyrightSeptember 2006
date issued2006
identifier other%28asce%290733-9445%282006%29132%3A9%281473%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34883
description abstractThe viability of effective force testing (EFT), a real-time dynamic testing procedure for large-scale structures, has been validated by comparing results of tests on idealized structural models to analytical results. In this paper, the results of tests on a shake table are compared to those conducted using the EFT method. The test structure was a one-story steel structure consisting of typical structural components. The paper also presents an overview of critical issues required for conducting the EFT test, and highlights several problems and solutions that may affect the performance of EFT tests. The comparison of the test results indicates that with proper velocity feedback compensation, the EFT method can be used to apply real-time seismic simulation to structures undergoing nonlinear deformation.
publisherAmerican Society of Civil Engineers
titleComparison of Tests of a Nonlinear Structure Using a Shake Table and the EFT Method
typeJournal Paper
journal volume132
journal issue9
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2006)132:9(1473)
treeJournal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 009
contenttypeFulltext


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