000111613 001__ 111613
000111613 005__ 20180316153307.0
000111613 037__ $$aCONF
000111613 245__ $$aInterpretation of 200 Load Tests of Swiss Bridges
000111613 269__ $$a1993
000111613 260__ $$aCopenhagen, Denmark$$bIABSE Colloquium, Remaining Structural Capacity$$c1993
000111613 336__ $$aConference Papers
000111613 6531_ $$aexisting bridge
000111613 6531_ $$aréponse statique
000111613 6531_ $$aessai
000111613 6531_ $$afailure
000111613 6531_ $$apont existant
000111613 6531_ $$atest
000111613 6531_ $$arupture
000111613 6531_ $$astatic response
000111613 700__ $$aHassan, Munzer
000111613 700__ $$0241941$$aBurdet, Olivier$$g104671
000111613 700__ $$0245780$$aFavre, Renaud$$g105091
000111613 7112_ $$aIABSE Colloquium, Remaining Structural Capacity
000111613 773__ $$q319-326$$tIABSE Colloquium, Remaining Structural Capacity
000111613 909CO $$ooai:infoscience.tind.io:111613$$ptest$$pconf$$pENAC
000111613 909C0 $$0252126$$pIBETON$$xU10235
000111613 937__ $$aEPFL-CONF-111613
000111613 970__ $$aHassan93a/IBETON
000111613 973__ $$aEPFL$$rREVIEWED$$sPUBLISHED
000111613 980__ $$aCONF