Seismic Design of Arc Bridge Supports
Abstract eng: Lateral seismic reactions and their impact to supporting structures piers and piles of highway arc bridge are analysed. Due to the fact that not accurate values of soil parameters were provided a parametric study has been carried out to show the sensibility of results to the uncertainties. In this case the parametric study shows that the uncertainties in structural model and in soil parameters do not lead to unacceptable seismic response. Piers and piles resist to the seismic design situation in elastic condition. Seismic displacements are analyzed too. These values are needed to detailing of bearings, piers and dilatation units.
Contributors:
Publisher:
Slovak University of Technology in Bratislava, Faculty of Civil Engineering, 2008
Conference Title:
Conference Title:
International Scientific Conference 70 Years of FCE STU
Conference Venue:
Bratislava (SK)
Conference Dates:
2008-12-04 / 2008-12-05
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
Record appears in:
Record created 2014-11-05, last modified 2014-11-18
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