000004536 001__ 4536
000004536 005__ 20141118192704.0
000004536 0177_ $$2doi$$a10.3850/978-981-07-2219-7_P252

000004536 0247_ $$210.3850/978-981-07-2219-7_P252
$$adoi
000004536 04107 $$aeng
000004536 046__ $$k2012-05-23
000004536 100__ $$aIancovici, Mihail
000004536 24500 $$aProbabilistic Response Analysis of Tall Buildings Subjected to Long Predominant Period Ground Motions

000004536 24630 $$n5.$$pProceedings of the 5th Asian-Pacific Symposium on Structural Reliability and its Applications
000004536 260__ $$bResearch Publishing, No:83 Genting Lane, #08-01, Genting Building, 349568 SINGAPORE
000004536 506__ $$arestricted
000004536 520__ $$2eng$$aTall buildings (20˜30 stories), built in dense urban and historical areas in Bucharest became a reality of the city. So far there is no evidence on the behavior of newly built structures (>1990) on medium-soft soil conditions, when subjected to Vrancea earthquakes. The performancebased analysis and design is a fertile format ready to incorporate at a high level of automation a reliability-based framework, accounting for a broad range of uncertainties in the seismic action and structural properties.
 The soil condition has considerable influence on the story seismic loads distribution as well as on the displacement demand (fig.1).
 For normally distributed parameters, the mean rates of crossings with positive slope over a threshold drift limit u, is given by Rice equation (1969): 
 μ<sup>+</sup>(u)=1/2π√λ<sub>2</sub>/λ<sub>0</sub>exp(-u<sup>2</sup>/2λ<sub>0</sub>)
 where λ<sub>0</sub> and λ<sub>2</sub> are the 0<sup>th</sup> and the 2<sup>nd</sup> order moments about the mean (Vanmarcke, 2010).

000004536 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000004536 653__ $$aTall building, Randomness, Seismic design, Time-domain analysis.

000004536 7112_ $$a5th Asian-Pacific Symposium on Structural Reliability and its Applications$$cSingapore (SG)$$d2012-05-23 / 2012-05-25$$gAPSSRA2012
000004536 720__ $$aIancovici, Mihail
000004536 8560_ $$ffischerc@itam.cas.cz
000004536 8564_ $$s394185$$uhttps://invenio.itam.cas.cz/record/4536/files/P252.pdf$$yOriginal version of the author's contribution as presented on CD, .
000004536 962__ $$r4180
000004536 980__ $$aPAPER