000011391 001__ 11391
000011391 005__ 20141205155906.0
000011391 04107 $$aeng
000011391 046__ $$k2008-10-12
000011391 100__ $$aQi, Xingjun
000011391 24500 $$aPosition Optimization for Semi-Active Control Dampers of Bridge Based on Energy Consumed

000011391 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011391 260__ $$b
000011391 506__ $$arestricted
000011391 520__ $$2eng$$aThe approach of choosing semi-active control damper positions for bridge according to active control consumed energy values is presented. With the calculation and analysis of lognitudinal seismic semi-active control for a long-span rigid-continuous bridge, the validity of this approach is proved. On base of analyzing and summarizing the calculation result, some significative suggestions are presented about damper positions for bridge seismic vibration control.

000011391 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011391 653__ $$aactive control consumed energy, semi-active control, rigid-continuous bridge, damper position

000011391 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011391 720__ $$aQi, Xingjun$$iLi, Xiaojun
000011391 8560_ $$ffischerc@itam.cas.cz
000011391 8564_ $$s73454$$uhttps://invenio.itam.cas.cz/record/11391/files/05-01-0184.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0184.
000011391 962__ $$r9324
000011391 980__ $$aPAPER