000219944 001__ 219944
000219944 005__ 20180317094855.0
000219944 0247_ $$2doi$$a10.1016/j.strusafe.2016.01.002
000219944 022__ $$a0167-4730
000219944 02470 $$2ISI$$a000374710800002
000219944 037__ $$aARTICLE
000219944 245__ $$aMonitoring-based safety verification at the Ultimate Limit State of fracture of the RC slab of a short span railway underpass
000219944 260__ $$aAmsterdam$$bElsevier Science Bv$$c2016
000219944 269__ $$a2016
000219944 300__ $$a12
000219944 336__ $$aJournal Articles
000219944 520__ $$aThe examination value of the railway traffic action effect is calculated from long-term monitoring data without resorting to load models and structural analysis. Monitoring data are obtained from measurements on a short span RC slab bridge. The action effect is represented by the distribution of its maxima per train passage, whose left tail is modeled by a shifted exponential distribution. The examination value is calculated by extreme value theory, using additionally a confidence upper bound in order to take into account the monitoring duration (described by the number of recorded maxima exceeding a certain threshold). (C) 2016 Elsevier Ltd. All rights reserved.
000219944 6531_ $$aStructural response monitoring
000219944 6531_ $$aSafety verification
000219944 6531_ $$aRailway infrastructure
000219944 6531_ $$aAction incident effect
000219944 6531_ $$aSemiprobabilistic method
000219944 6531_ $$aRC slabs
000219944 700__ $$0245667$$aGrigoriou, Vasileios$$g211127
000219944 700__ $$aBruhwiler, Eugen
000219944 773__ $$j60$$q16-27$$tStructural Safety
000219944 909CO $$ooai:infoscience.tind.io:219944$$pENAC$$particle
000219944 909C0 $$0252165$$pMCS$$xU10231
000219944 917Z8 $$x163882
000219944 937__ $$aEPFL-ARTICLE-219944
000219944 973__ $$aEPFL$$rREVIEWED$$sPUBLISHED
000219944 980__ $$aARTICLE