ESTIMATION OF MAXIMUM SERVICE LOADING OF ROADWAY MASONRY ARCH BRIDGES WITH EMBANKMENT
Abstract eng: This work is focused on development and verification of a "simple" and credible method for evaluation of maximum service loading of masonry arch bridges with embankment. Method is based on a simple software, which is usually used to design structures.
Contributors:
Publisher:
Institute of Thermomechanics AS CR, v.v.i., Prague
Conference Title:
Conference Title:
Engineering Mechanics 2007
Conference Venue:
Svratka (CZ)
Conference Dates:
2007-05-14 / 2007-05-17
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
Record appears in:
Record created 2014-10-24, last modified 2014-11-18
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