000019400 001__ 19400
000019400 005__ 20170118182316.0
000019400 04107 $$aeng
000019400 046__ $$k2017-01-09
000019400 100__ $$aCynober, Charles
000019400 24500 $$aSeismic Isolation of La Meynard Hospital

000019400 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000019400 260__ $$b
000019400 506__ $$arestricted
000019400 520__ $$2eng$$aThe new technical support center of La Meynard hospital is meant to be operational just after an earthquake. This lead to design an isolation system. Rubber bearings have been used together with viscous dampers, which enable to decrease the building acceleration from 12.6 m/s² down to 1.6 m/s². A non-linear time history analysis of a simplified model was used to pre-design the isolation and damping system. The detailed calculations, was done by the company NECS on a 3D finite elements model of the structure, which took into account isolators and dampers. This analysis enabled to improve the design, particularly concerning the dampers orientation. The devices were manufactured by Freyssinet and tested according to NF EN 15129 standard. The installation of the devices was performed at the beginning of the construction. Works will last forty months starting from 2013.

000019400 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000019400 653__ $$aHospital; seismic isolation; NF EN 15129; finite elements; time history analysis

000019400 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000019400 720__ $$aCynober, Charles$$iToth, Milkos$$iSalmon, Philippe$$iCorvec, Veronique Le$$iVezin, Jean Marc$$iDuchosal, Frederick
000019400 8560_ $$ffischerc@itam.cas.cz
000019400 8564_ $$s1768940$$uhttps://invenio.itam.cas.cz/record/19400/files/3548.pdf$$yOriginal version of the author's contribution as presented on USB, paper 3548.
000019400 962__ $$r16048
000019400 980__ $$aPAPER