000015524 001__ 15524
000015524 005__ 20161115100224.0
000015524 04107 $$aeng
000015524 046__ $$k2016-08-21
000015524 100__ $$aYang, Haolin
000015524 24500 $$aShake table test of an isolated bridge with cable-sliding friction aseismic bearing

000015524 24630 $$n24.$$p24th International Congress of Theoretical and Applied Mechanics - Book of Papers
000015524 260__ $$bInternational Union of Theoretical and Applied Mechanics, 2016
000015524 506__ $$arestricted
000015524 520__ $$2eng$$aIn seismic active region, bridges isolated by conventional sliding devices risk damages caused by large lateral displacement of superstructure. With shake table test, this study investigated the seismic behavior of a 6-pylon extradosed bridge isolated by sliding controlled bearings known as the cable-sliding friction aseismic bearing, or CSFAB. The test results indicated that this bearing system can restrain the girder-pier relative displacement effectively, while acceleration of the girder could increase momentarily as the lateral displacement was being restrained, which revealed that as the cable re-established the inertia force transfer path, bridge pier with CSFAB might face greater lateral force than that with conventional bearing. How to design the restraining capacity and relative issues were discussed.

000015524 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000015524 653__ $$a

000015524 7112_ $$a24th International Congress of Theoretical and Applied Mechanics$$cMontreal (CA)$$d2016-08-21 / 2016-08-26$$gICTAM2016
000015524 720__ $$aYang, Haolin
000015524 8560_ $$ffischerc@itam.cas.cz
000015524 8564_ $$s159630$$uhttps://invenio.itam.cas.cz/record/15524/files/TS.SM16-4.05.pdf$$yOriginal version of the author's contribution as presented on CD,  page 3003, code TS.SM16-4.05
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000015524 962__ $$r13812
000015524 980__ $$aPAPER