000004626 001__ 4626
000004626 005__ 20141119144539.0
000004626 04107 $$aeng
000004626 046__ $$k2002-06-02
000004626 100__ $$aF.Kamalodeen
000004626 24500 $$aFIBRE REINFORCED CONCRETE RECTANGULAR MEMBERS UNDER COMBINED BENDING, SHEAR AND TORSION

000004626 24630 $$n15.$$pProceedings of the 15th ASCE Engineering Mechanics Division Conference
000004626 260__ $$bColumbia University in the City of New York
000004626 506__ $$arestricted
000004626 520__ $$2eng$$aSteel fiber reinforced concrete (SFRC) technology has grown over the last three decades into a mature industry in North America and Europe. Its improvements are continually being made by industry to optimize its application. A current need is to consolidate the available knowledge of SFRC and to incorporate it into design code. A method of analysis applicable to SFRC members subjected to combined loading is presented. Well-accepted theory used for designing reinforced concrete members is extended to incorporate the effect of fibers. The derived equations are validated by test results reported by several investigators.

000004626 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000004626 653__ $$a

000004626 7112_ $$a15th ASCE Engineering Mechanics Division Conference$$cNew York (US)$$d2002-06-02 / 2002-06-05$$gEM2002
000004626 720__ $$aF.Kamalodeen$$iSharma, A. K.
000004626 8560_ $$ffischerc@itam.cas.cz
000004626 8564_ $$s203617$$uhttp://invenio.itam.cas.cz/record/4626/files/081.pdf$$yOriginal version of the author's contribution as presented on CD, .
000004626 962__ $$r4594
000004626 980__ $$aPAPER