Shake Table Tests for Bridge Model Using Structual Response Control Devices
Abstract eng: This study aims to evaluate the seismic response of bridge model using sliding bearings and dampers. Shake table tests of bridge model and the numerical analyses were performed. The result of shake table tests showed that the superstructure inertia force effectually decreased by sliding bearing and dampers. The simple analytical model could approximately simulate the test results.
Contributors:
Conference Title:
Conference Title:
14th World Conference on Earthquake Engineering
Conference Venue:
Bejing (CN)
Conference Dates:
2008-10-12 / 2008-10-17
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
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Record created 2014-12-05, last modified 2014-12-05
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