000009629 001__ 9629
000009629 005__ 20141205150225.0
000009629 04107 $$aeng
000009629 046__ $$k2008-10-12
000009629 100__ $$aCardone, D.
000009629 24500 $$aForce-Based VS. Direct Displacement-Based Design of Buildings with Seismic Isolation

000009629 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009629 260__ $$b
000009629 506__ $$arestricted
000009629 520__ $$2eng$$aA displacement-based design (DBD) procedure for buildings equipped with seismic Isolation Systems (IS’s) is proposed. It has been derived from the Direct DBD (DDBD) method recently developed by Priestley and co-workers. The key aspect of the proposed procedure is the definition of a target displacement profile for the structure. It is assigned by the designer in order to accomplish given performance levels, expressed in terms of maximum IS displacement and maximum interstorey drift. The proposed design procedure has been developed for different idealized force-displacement cyclic behaviours, which may be used to describe the response of a wide variety of IS’s, including: Lead-Rubber Bearings, High-Damping Rubber Bearings, Friction Pendulum Bearings and combinations of Flat Sliding Bearings with different re-centring and/or dissipating auxiliary devices. In this paper the background and implementation of the proposed design procedure are presented.

000009629 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009629 653__ $$aDirect Displacement-Based Design, Seismic Isolation Systems, Interstorey Drift

000009629 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009629 720__ $$aCardone, D.$$iDolce, Mauro$$iPalermo, Giuseppe
000009629 8560_ $$ffischerc@itam.cas.cz
000009629 8564_ $$s163519$$uhttps://invenio.itam.cas.cz/record/9629/files/08-02-0042.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 08-02-0042.
000009629 962__ $$r9324
000009629 980__ $$aPAPER