000004672 001__ 4672
000004672 005__ 20141119144543.0
000004672 04107 $$aeng
000004672 046__ $$k2002-06-02
000004672 100__ $$aLin, George
000004672 24500 $$aSTABILITY OF COLUMN SUPPORTING FLAT SLAB WITHOUT BEAM GRID

000004672 24630 $$n15.$$pProceedings of the 15th ASCE Engineering Mechanics Division Conference
000004672 260__ $$bColumbia University in the City of New York
000004672 506__ $$arestricted
000004672 520__ $$2eng$$aColumn stability of braced and unbraced building framing systems have been widely studied and very well established. But, stability of column supporting two-way flat slab without beam grid is still rather sparse. There are many different types of two-way flat slab in building structural systems. It is the intention of this study to carry out a detailed study of stability of column which support reinforced concrete flat slab building system. Computer-aided analysis based on three dimensional finite-element model consisting of columns and two-way flat slab with various layout and thickness to be used for carrying out stability studies. The buckling analysis of braced and unbraced column supporting flat-slab building may be generalized to a similar framing building in which portion of flat-slab stiffness is replaced by the stiffness of horizontal beam. It requires analytical analysis in order to decide which portion of flat slab can be counted to substitute for the stiffness of replaced beam grid. The purpose of this study is to carry out a detailed analysis in an attempt to formulate a practical and professional process for the buckling strength of columns supporting flat slab building system.

000004672 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000004672 653__ $$aFlat-Slab Column Stability

000004672 7112_ $$a15th ASCE Engineering Mechanics Division Conference$$cNew York (US)$$d2002-06-02 / 2002-06-05$$gEM2002
000004672 720__ $$aLin, George
000004672 8560_ $$ffischerc@itam.cas.cz
000004672 8564_ $$s39224$$uhttps://invenio.itam.cas.cz/record/4672/files/148.pdf$$yOriginal version of the author's contribution as presented on CD, .
000004672 962__ $$r4594
000004672 980__ $$aPAPER