000003796 001__ 3796
000003796 005__ 20141118153346.0
000003796 04107 $$acze
000003796 046__ $$k2008-05-12
000003796 100__ $$aPosch, M.
000003796 24500 $$aTHE COMPARISON OF THE NEW CTU METHOD FOR THE MASONRY BRIDGE LOAD CAPABILITY DETERMINATION AGAINST ACTUAL METHODS USED IN PRACTICE

000003796 24630 $$n14$$pEngineering Mechanics 2008
000003796 260__ $$bInstitute of Thermomechanics AS CR, v.v.i., Brno
000003796 506__ $$arestricted
000003796 520__ $$2eng$$aThe article deals with the comparison of the new method for the masonry bridge load capability determination against the actual methods used in practice. Since the methods, which are used in practice are very conservative, the CTU method is based on the conservatism parameter searching, where as the general parameter was established the depth of cracks in arch barrel. The comparison was carried out among the CTU method(CR), MEXE method(UK) and CSN 73 6220(CR).

000003796 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000003796 653__ $$a

000003796 7112_ $$aEngineering Mechanics 2008$$cSvratka (CZ)$$d2008-05-12 / 2008-05-15$$gEM2008
000003796 720__ $$aPosch, M.$$iKukaň, V.$$iŘeřicha, P.
000003796 8560_ $$ffischerc@itam.cas.cz
000003796 8564_ $$s768151$$uhttps://invenio.itam.cas.cz/record/3796/files/Posch_FT.pdf$$y
             Original version of the author's contribution as presented on CD, , page 738.
            
000003796 962__ $$r3717
000003796 980__ $$aPAPER