000012764 001__ 12764
000012764 005__ 20160920162644.0
000012764 04107 $$aeng
000012764 046__ $$k2016-09-05
000012764 100__ $$aWitzany, J.
000012764 24500 $$aPrecast reinforced concrete demountable system of multi-storey buildings

000012764 24630 $$n6.$$pInsights and Innovations in Structural Engineering, Mechanics and Computation
000012764 260__ $$bTaylor and Francis Group, London, UK
000012764 506__ $$arestricted
000012764 520__ $$2eng$$aThe paper presents the results of static and dynamic tests of major joints of load-bearing precast reinforced concrete units—a “column—girder” joint, “wall—wall” joint, “column—column (or pillar, wall) joint” with controlled stiffness. The most demanding type of joints in demountable systems with dry joints are the joints of floor units whose main function is to create a rigid floor plate ensuring the redistribution of horizontal effects onto vertical load-bearing members, among others, in relation to their stiffness. Three alternative versions of floor unit joints and the behaviour of a two-storey experimental prototype with a demountable floor plate under alternating loading with a monotonously rising horizontal force and dynamic loading were verified within theoretical and experimental research.

000012764 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012764 653__ $$a

000012764 7112_ $$aSixth International Conference on Structural Engineering, Mechanics and Computation$$cCape Town, South Africa$$d2016-09-05 / 2016-09-07$$gSEMC2016
000012764 720__ $$aWitzany, J.$$iZigler, R.$$iPolák, A.
000012764 8560_ $$ffischerc@itam.cas.cz
000012764 8564_ $$s4933828$$uhttps://invenio.itam.cas.cz/record/12764/files/212.pdf$$yOriginal version of the author's contribution as presented on CD, 212.pdf.
000012764 962__ $$r12552
000012764 980__ $$aPAPER