000011253 001__ 11253
000011253 005__ 20141205155851.0
000011253 04107 $$aeng
000011253 046__ $$k2008-10-12
000011253 100__ $$aOzaki, Masakazu
000011253 24500 $$aSimplified Performance-Based Seismic Evaluation of Buildings

000011253 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011253 260__ $$b
000011253 506__ $$arestricted
000011253 520__ $$2eng$$aSimplified, performance-based seismic evaluation of one-story and multistory irregular existing buildings with rigid diaphragms, parallel framing systems, firm and regular foundations is introduced considering impulse responses in addition to damage concentration responses using shear and torsion strength capacity ratios to the corresponding linear shear forces and torsion moments in the x- and y-directions, respectively, in high seismic urban areas. Maximum nonlinear story drift response of each story of buildings can be obtained based on the shear and torsion strength capacity ratio, energy constant and return period concepts considering not only positive slopes but also negative slopes of the skeleton curves in the yielding frames of structures. Allowable or working stress design is not necessary in this method. However, effects of aftershocks are still uncertain. The paper: RECOMMENDATIONS FOR SIMPLIFIED, PERFORMANCE-BASED SEISMIC DESIGN OF BUILDINGS WITH IRREGULARITIES AND DESIGN EXAMPLES presented to 11th US-JAPAN workshop at KOBE, Oct. 17-19, 2006 is much improved in this paper.

000011253 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011253 653__ $$amaximum displacements, irregular buildings, torsion, impulse and damage concentration responses

000011253 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011253 720__ $$aOzaki, Masakazu$$iAzuhata, Tatsuya
000011253 8560_ $$ffischerc@itam.cas.cz
000011253 8564_ $$s196036$$uhttps://invenio.itam.cas.cz/record/11253/files/05-01-0289.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0289.
000011253 962__ $$r9324
000011253 980__ $$aPAPER