Vertical acceleration of bridges - a new limit state

0210482 - UTAM-F 20033003 RIV SIGLE GB eng G - Konferenční sborník (zahraniční konf.)
Frýba, Ladislav - Brebbia, C.A. (ed.) - Carlomagno, G.M. (ed.) - Anagnostopoulos, P. (ed.)
Vertical acceleration of bridges - a new limit state.
Southampton, Boston: WIT Press, 2003. 750 s. ISBN 1-85312-969-0. ISSN 1466-7266. 1..
[Computational Methods and Experimental Measurements XI CMEM 2003 /11./. Halkidiki (GR), 12.05.2003-14.05.2003]
Grant CEP: GA AV ČR IAA2071103; GA ČR GA103/01/0243
Výzkumný záměr: CEZ:AV0Z2071913
Klíčová slova: dynamics * bridges * acceleration
Kód oboru RIV: JM - Inženýrské stavitelství

A simple theoretical model of a bridge yields the deflections, bending moments and vertical accelerations. The paper shows the effect of the speed, span, mass and damping of bridges on their vertical accelerations.
Trvalý link: http://hdl.handle.net/11104/0106036