000001700 001__ 1700
000001700 005__ 20141118153457.0
000001700 04107 $$acze
000001700 046__ $$k2007-05-14
000001700 100__ $$aPosch, M.
000001700 24500 $$aMODELING OF MASONRY ARCH BRIDGES- METHOD OF DETERMINATION OF LOAD CAPACITY OF MASONRY ARCH BRIDGES

000001700 24630 $$n13$$pEngineering Mechanics 2007
000001700 260__ $$bInstitute of Thermomechanics AS CR, v.v.i., Prague
000001700 506__ $$arestricted
000001700 520__ $$2eng$$aIn our country and in the other parts of the world exists number of masonry bridges. Their limit loading capacity is not known today. It is very important to make simulations of these, verifying model of mortar bridges is necessary before. The article deals with nonlinear material model mortar which is used in software package ADINA and compares its solutions against results of examinations that has done in Czech Technical University of Civil Engineering. The article also deals with modeling of masonry arch bridges. Describes determination of load capacity of masonry bridges. Describes new method based on nonlinear computations models and compares results against actual methods used in practice. The article deals with load capacity of masonry bridges. It describes new method based on nonlinear computation of models and compares results against actual methods used in practice.

000001700 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000001700 653__ $$a

000001700 7112_ $$aEngineering Mechanics 2007$$cSvratka (CZ)$$d2007-05-14 / 2007-05-17$$gEM2007
000001700 720__ $$aPosch, M.$$iDrahorád, M.$$iŘeřicha, P.
000001700 8560_ $$ffischerc@itam.cas.cz
000001700 8564_ $$s940677$$uhttps://invenio.itam.cas.cz/record/1700/files/115-Posch-PT.pdf$$y
             Original version of the author's contribution as presented on CD, .
            
000001700 962__ $$r1585
000001700 980__ $$aPAPER