000002208 001__ 2208
000002208 005__ 20141118153438.0
000002208 04107 $$acze
000002208 046__ $$k2013-05-27
000002208 100__ $$aLANTSOGHT, Eva O. L.
000002208 24500 $$aPROLONGING THE SERVICE LIFE OF EXISTING REINFORCED CONCRETE SLAB BRIDGES THROUH EXPERIMENTAL STUDIES ON THE SHEAR CAPACITY

000002208 24630 $$n1.$$pProceedings of the First International Conference on Concrete Sustainability
000002208 260__ $$bJapan Concrete Institute, Tokyo
000002208 506__ $$arestricted
000002208 520__ $$2eng$$aA large number of existing reinforced concrete slab bridges are found to be insufficient for shear when calculated according to the governing codes. Seeking improved methods, for example, based on new experimental evidence, to assess the residual shear capacity and prolonging their service life can avoid large economic, environmental and social costs. Experimental results are combined with Monte Carlo simulations to quantify the increase in shear capacity in slabs as a result of transverse load redistribution. As a result, a larger number of slab bridges can remain in service.

000002208 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000002208 653__ $$aassessment practice, slab bridges, shear, experiments, statistical evaluation, effective width, code extension

000002208 7112_ $$aFirst International Conference on Concrete Sustainability$$cTokyo (JP)$$d2013-05-27 / 2013-05-29$$gICCS13
000002208 720__ $$aLANTSOGHT, Eva O. L.$$iWALRAVEN, Joost C.$$iVEEN, Cor VAN DER
000002208 8560_ $$ffischerc@itam.cas.cz
000002208 8564_ $$s773120$$uhttp://invenio.itam.cas.cz/record/2208/files/S3-7-5.pdf$$y
             Original version of the author's contribution as presented on CD, .
            
000002208 962__ $$r2053
000002208 980__ $$aPAPER