000012163 001__ 12163
000012163 005__ 20141205160025.0
000012163 04107 $$aeng
000012163 046__ $$k2008-10-12
000012163 100__ $$aYamakawa, M.
000012163 24500 $$aOptimum Design Method of Viscous Dampers in Building Frames Using Calibration Model

000012163 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012163 260__ $$b
000012163 506__ $$arestricted
000012163 520__ $$2eng$$aWe present a new practical optimum design method of viscous dampers in building frames. In the design field of structural engineering, structural designers always try to build mathematical models to simulate the exact behavior of real world system which are often very complex for the verification analysis and are not suited for the optimum design owing to the fact that they come with a good deal of computational cost. Therefore, we present a method using calibrated response model, which is simpler than the verification model. The calibration model is a statistical prediction of the verification model and with its usage the optimum design method of dampers can be made efficient and numerically stable. The efficiency of the presented method has been demonstrated by a numerical example.

000012163 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012163 653__ $$aOptimum design, Viscous damper, Calibration, Bayesian inference

000012163 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012163 720__ $$aYamakawa, M.$$iNagano, Yasuyuki$$iLee, Yujin$$iUetani, Koji
000012163 8560_ $$ffischerc@itam.cas.cz
000012163 8564_ $$s146684$$uhttps://invenio.itam.cas.cz/record/12163/files/05-01-0130.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0130.
000012163 962__ $$r9324
000012163 980__ $$aPAPER