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Приказ резултата 61-70 од 72
Elastoplastic Analysis of the Timoshenko Beam
(Workshop for young Engineers, Montenegro, 2002, 2002)
Практикум из Статике конструкција 1
(Грађевинска књига, 2005, 2005)
У књизи је приказана материја која се у оквиру вежбања из предмета Статика конструкација I излаже студентима треће године студија на Одсеку за конструкције на Грађевинском факултету Универзитета у Београду. Овај практикум ...
Design and construction of DELTA CITY shopping mall concrete structure in Belgrade
(CRC Press/Balkema, 2008)
The structure of DELTA CITY shopping mall in Belgrade consists oftwo separated structures: the structure of the mall and the structure of the multi-story open garage. The overall dimensions of the irregular layout of the ...
Nonlinear finite element anal ysis of punching strength of lift slabs at edge columns
(Publisbing Company of Budapest University of Tecbnology and Economics, 2005)
The experimental investigation of punching shear strength of post-tensioned lift slab-edge column connection was simulated using the DIANA Finite Element System. One of the tested specimens was modeled by solid elements ...
Inefficiency of storm water inlets as a source of urban floods
(IWA Publishing, 2005)
The paper attempts to explain sources of surplus storm water runoff in urban areas, particularly in relation with functioning of inlets. Inlet capacity (quantity of captured water) and inlet efficiency (portion of the ...
Numerical simulation of ash-spills induced by dike failure on ash tailings impoundments - a case study
(Taylor & Francis Group, 2005)
A model developed for simulation of both discontinuous clear-water flows and hyper-concentrated discontinuous flows is validated on a real dike failure event, which happened on an ash-tailings impoundment on site. Numerical ...
Method for water distribution systems reliability evaluation
(International Environmental Modelling and Software Societey, 2004)
A new methodology for water resources systems reliability evaluation is presented. The proposed methodology considers both: mechanical reliability (probability of pipe failure) and reliability of hydraulic parameters in ...
Transposing an Octogonal Cupola of Second Sort Into a Bionic Polyspherical Form
(Dresden: Technische Universität Dresden; International Society for Geometry and Graphics (ISGG), 2008)
In the paper there is presented a method of transposing a polyhedral structure, composed of two
regular polygons: octagon and hexadecagon as the bases, and the envelope formed of equilateral triangular strip, which is ...
Concave Regular Faced Cupolae of Second Sort
(Dresden: Technische Universität Dresden; International Society for Geometry and Graphics (ISGG), 2008)
Cupola is a polyhedron which is consisted of two regular polygons: n-gon and 2n-gon in parallel planes, connected by alternating sequence of squares and equilateral triangles, i.e. Johnson’s solids J3, J4 and J5. However, ...
Design and construction of DELTA CITY shopping mail concrete structure in Belgrade
(Tailor Made Concrete Structures: New Solutions for Our Society, 2008)