Претраживање
Приказ резултата 2251-2260 од 2265
Axially capacity of the CFT columns / Aksijalna nosivost CFT stubova
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2015)
This paper analyzes the axial load capacity of CFT columns according to the following standards and codes: EC 4, ACI, AS, AISC, AIJ, DL/T. The influence of the confinement concrete core by steel tube, ratio d/t i e/d, ...
Analysis of bearing capacity of temporary columns in top down construction methods / Analiza nosivosti privremenih stubova kod ‘’Top Down’’ metode gradnje
(Društvo građevinskih konstruktera Srbije, Beograd, 2014)
One of the methods of construction which are increasingly used in urban conditions is a "Top Down" method. This method of construction is suitable when constructing buildings with a larger number of underground floors. ...
Bearing capacity and stability of elastically fixed cft slender columns
(Strojarski Facultet, 2017)
CFT columns are one of the basic structural elements in "top-down" construction method. Because of the large depth of excavation the question of stability of these columns raises. This paper presents a procedure for ...
Calculation of load capacity and stability of moderately slender and slender axial loaded circular CFT columns / Proračun nosivosti i stabilnosti umereno vitkih i vitkih centrično pritisnutih kružnih CFT stubova
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2018)
In this paper, results of experimental investigation of bearing capacity and stability of slender and moderately slender CFT circular tubes are presented. The effects of ratio thickness/ radius of steel cross section and ...
Bending resistance of composite section with partial shear connection according to EC4 / Nosivost na savijanje spregnutog preseka sa parcijalnim smičućim spojem prema EC4
(Društvo građevinskih konstruktera Srbije, Beograd, 2014)
Bending resistance of a composite steel and concrete section apart from shape and dimensions of a cross section and mechanical characteristics of materials, depends also on type of shear connection, i.e. connectors and ...
Design of circular composite CFT columns according to Eurocode 4 / Analiza nosivosti kružnih CFT stubova prema Evrokodu 4
(Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista "Izgradnja", Beograd, 2013)
This paper presents a simplified method for calculation of bearing capacity of composite columns according to the European standard for the calculation of composite steel and concrete structures - Eurocode 4. Resistance ...
Parametric Study of Circular CFT Column Capacity According to Eurocode 4 / Parametarska analiza nosivosti kružnih CFT stubova prema Evrokodu 4
(Građevinski fakultet, Subotica, 2014)
In the paper, a simplified method for design of circular composite CFT columns according to the European standard for deisgn of composite steel and concrete structures – Eurocode 4 is presented. Veri¬fication of the column ...
Nosivost spregnutih stubova od kružnih šupljih čeličnih profila ispunjenih betonom
(Универзитет у Београду, Грађевински факултет, 2018)
Predmet disertacije je određivanje aksijalne nosivosti i stabilnosti kružnih šupljih čeličnihprofila ispunjenih betonom, u daljem CFT stubovi (eng. Concrete Filled Tubes).Problem istraživanja je određivanje stabilnosti CFT ...
Experimental testing of axial load capacity and stability of circular CFT columns
(Serbian Society of Mechanics, 2019)
The paper presents the experimental testing of the axial capacity and stability of short,
moderately slender and slender circular CFT columns. For the purpose of sample testing a special
set of hydraulic presses was ...
Ojačanje i sanacija elemenata temeljne konstrukcije distributivnog centra UNIVEREXPORT
(Društvo građevinskih konstruktera Srbije, 2020)
During the previous period, large and uneven settlements of the ''UNIVEREXPORT'' distribution center occurred on one part of the main structure and foundation slab. These settlements are such that they affect the normal ...