000011095 001__ 11095
000011095 005__ 20141205155835.0
000011095 04107 $$aeng
000011095 046__ $$k2008-10-12
000011095 100__ $$aNagano, Yasuyuki
000011095 24500 $$aPerformance-Based Design for a Shear Building Subject to Design Earthquakes with Non-Monotonic Displacement Spectrum by Using Time History Response Analysis

000011095 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011095 260__ $$b
000011095 506__ $$arestricted
000011095 520__ $$2eng$$aThis paper proposes a stiffness design method for shear buildings subject to a design earthquake with a non-monotonic displacement spectrum. The objective function that is a combination of the fundamental natural period which represents 'cost' and the level of maximum displacements which represents 'performance' is introduced into the design method to find a set of story stiffnesses under response constraints. An inverse problem formulation is used to find the stiffness such that the shear building would exhibit maximum inter-story drifts proportional to specified ones. Several design examples and time history response analyses are performed to demonstrate the validity and the accuracy of the proposed design method.

000011095 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011095 653__ $$aDisplacement-based Design, Non-monotonic, Time History Response Analysis

000011095 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011095 720__ $$aNagano, Yasuyuki$$iTsuji, Masaaki$$iUetani, Koji
000011095 8560_ $$ffischerc@itam.cas.cz
000011095 8564_ $$s198357$$uhttps://invenio.itam.cas.cz/record/11095/files/05-01-0172.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0172.
000011095 962__ $$r9324
000011095 980__ $$aPAPER