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Приказ резултата 341-350 од 358
Stability of double elastically wedged CFT columns
(Serbian Society of Mecahnics ; Faculty of Technical Sciences, Belgrade ; Novi Sad, 2015)
Modern method of slope stabilization and foundation
(Macedonian Association of Structural Engineers, Skopje, 2015)
Landslide stabilization in cut zone number 6 from km 28 + 478,00 to km 28 + 643,00
(8th International conference ''Contemporary achievements in civil engineering'', 22-23. April 2021. Subotica, 2021)
In the cut zone number 6 on E-80 Niš-Dimitrovgrad highway from km 28 +
478,00 to km 28 + 643,00 slope stability was affected causing mass movement. Additional
inclinometers measured the mass wasting thickness between 14 ...
Pit protection for deep excavations-modern methods of construction and design
(Faculty of Civil Engineering Ljubljana, 2014)
In urban areas, increasingly there is a need for building of a higher number of underground floors. Construction of pit protection for deep excavations in urban conditions, next to existing objects in the complicated ...
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, ...
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 ...