000011015 001__ 11015
000011015 005__ 20141205155827.0
000011015 04107 $$aeng
000011015 046__ $$k2008-10-12
000011015 100__ $$aMoehle, Jack
000011015 24500 $$aPerformance-Based Seismic Design of Tall Buildings in the U.S.

000011015 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011015 260__ $$b
000011015 506__ $$arestricted
000011015 520__ $$2eng$$aBuilding codes in the United States contain prescriptive requirements for seismic design as well as an option for use of alternative provisions. Increasingly these alternative provisions are being applied for the performance-based seismic design of tall buildings. Application of performance-based procedures requires: An understanding of the relation between performance and nonlinear response; selection and manipulation of ground motions appropriate to the seismic hazard; selection of appropriate nonlinear models and analysis procedures; interpretation of results to determine design quantities based on nonlinear dynamic analysis procedures; appropriate structural details; and peer review by independent qualified experts to help assure the building official that the proposed materials and system are acceptable. Both practice- and research-oriented aspects of performance-based seismic design of tall buildings are presented.

000011015 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011015 653__ $$abuildings, design, performance, ground motion, nonlinear analysis

000011015 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011015 720__ $$aMoehle, Jack
000011015 8560_ $$ffischerc@itam.cas.cz
000011015 8564_ $$s228321$$uhttps://invenio.itam.cas.cz/record/11015/files/K008.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: K008.
000011015 962__ $$r9324
000011015 980__ $$aPAPER