000227296 001__ 227296
000227296 005__ 20181221101922.0
000227296 037__ $$aCONF
000227296 245__ $$aDynamic effects of railway traffic due to lateral motion in long viaducts with high piers
000227296 269__ $$a2011
000227296 260__ $$c2011
000227296 336__ $$aConference Papers
000227296 6531_ $$aabstract
000227296 6531_ $$aand high piers or
000227296 6531_ $$aarches with heights
000227296 6531_ $$acluding continuous
 	decks with
000227296 6531_ $$aearthquake
000227296 6531_ $$aeccomas thematic conference
000227296 6531_ $$aengineering
000227296 6531_ $$ahigh-speed
 	railway lines often
000227296 6531_ $$ain-
000227296 6531_ $$ainstructions
000227296 6531_ $$alengths of 1000 m
000227296 6531_ $$aor more
000227296 6531_ $$aproceedings
000227296 6531_ $$arequires
 	long slender viaducts
000227296 6531_ $$astructural dynamics
000227296 6531_ $$athe layout of new
000227296 700__ $$aGoicolea, Jose Maria
000227296 700__ $$0250510$$g276526$$aAntolin Sanchez, Pablo
000227296 7112_ $$cCorfu, Greece$$aCOMPDYN 2011 3rd ECCOMAS Thematic Conference on Computational Methods
 	in Structural Dynamics and Earthquake Engineering
000227296 720_1 $$aPapadrakakis, M$$eed.
000227296 720_1 $$aFragiadakis, M$$eed.
000227296 720_1 $$aPlevris, V$$eed.
000227296 773__ $$tCOMPDYN 2011 3rd ECCOMAS Thematic Conference on Computational Methods
 	in Structural Dynamics and Earthquake Engineering$$kMay
000227296 909C0 $$xU13308$$0252586$$pMNS
000227296 909CO $$pconf$$pSB$$ooai:infoscience.tind.io:227296
000227296 937__ $$aEPFL-CONF-227296
000227296 970__ $$aGoicolea2011/MNS
000227296 973__ $$rREVIEWED$$sPUBLISHED$$aOTHER
000227296 980__ $$aCONF