000003935 001__ 3935
000003935 005__ 20141118153341.0
000003935 04107 $$acze
000003935 046__ $$k2009-05-11
000003935 100__ $$aMakovička, D.
000003935 24500 $$aResponse analysis of building under seismic effects of railway transport

000003935 24630 $$n15.$$pEngineering Mechanics 2009
000003935 260__ $$bInstitute of Theoretical and Applied Mechanics AS CR, v.v.i., Prague
000003935 506__ $$arestricted
000003935 520__ $$2eng$$aBuilding structure in the vicinity of railway line is loaded by vibrations excited by passages of trains. This excited vibration propagates as technical seismicity effects through the soil to the foundations of building in the vicinity of railway. Due to its tuning the building structure usually amplifies the effects of technical seismicity. These vibration levels may have an impact on people working or living in the buildings, or on sensitive equipment installed in this building.

000003935 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000003935 653__ $$a

000003935 7112_ $$aEngineering Mechanics 2009$$cSvratka (CZ)$$d2009-05-11 / 2009-05-14$$gEM2009
000003935 720__ $$aMakovička, D.$$iMakovička, D.
000003935 8560_ $$ffischerc@itam.cas.cz
000003935 8564_ $$s753939$$uhttps://invenio.itam.cas.cz/record/3935/files/Makovicka-121-PT.pdf$$y
             Original version of the author's contribution as presented on CD, 121.
            
000003935 962__ $$r3852
000003935 980__ $$aPAPER