AUTOMATIZATION OF STRUCTURAL DESIGN OF ANEMOMETRIC GUYED MASTS USING SAP2000 MATLAB OAPI
This paper presents the application of a MATLAB-based framework that automates the modelling, analysis and design of anemometric steel guyed masts via the SAP2000 Open Application Programming Interface (OAPI). The design procedure is carried out in accordance with the current generation of Eurocode standards. The efficiency of the OAPI is demonstra...
By Miloš Jočković, Marija Milojević, Dušan Martinović, Nenad Fric, Miroslav Marjanović
DEMOUNTABLE COLUMN BASE FOR REUSABLE MOMENT-RESISTING STEEL FRAMES
An innovative joint, constructed to allow steel columns to be easily removed and reused from concrete foundations, is proposed, contributing to the design for deconstruction and reuse practices. The connection assembly primarily consists of anchor couplers and anchors embedded in a concrete foundation, and a demountable upper part of the anchors, c...
By Nina Gluhović, Milan Spremić, Isidora Jakovljević, Aljoša Filipović, Jelena Dobrić
TORSION AND WARPING CONSTANT FOR STEEL I BEAMS WITH BATTEN PLATES
A reliable calculation method for torsion constant (IT) and warping constant (Iw) of I section with batten plates is presented. As welding of the batten plates transforms the cross section from an open to a two-cell closed one, the associated torsion theory becomes rather complex. St. Venant torsion theory of thin-walled closed sections is extended...
By Petar Subotić, Mladen Muhadinović, Biljana Šćepanović, Duško Lučić
TOWARDS CIRCULAR CONSTRUCTION: CONCEPTS AND EVALUATION OF CONNECT4C MOMENT-RESISTING JOINTS
The CONNECT4C project promotes circular construction through the development of adaptable and reusable steel joints that combine structural robustness with the requirements of practical engineering design. The project focuses on innovative moment-resisting joint concepts incorporating components such as “long bolts”, “sliders&rdqu...
By Neda Janković, Filip Ljubinković, Jorge Conde, Luís Simões da Silva
A CAD-BASED REFINED ZIG-ZAG THEORY FINITE ELEMENT FRAMEWORK USING GMSH SOFTWARE
A computational framework for the structural analysis of laminated composite plates is presented. The framework combines geometry and mesh generation in Gmsh software with a Refined Zig-Zag finite element solver written by the author. The imported mesh provides the discretization of the computational domain, while the laminate definition, material ...
By Svetislav Popović, Marina Rakočević, Olga Mijušković
NUMERICAL MODELLING OF TUNNELS IN BLOCK-IN-MATRIX FORMATIONS
This paper presents an automated workflow linking a voxel-based block-in-matrix (BiM) ground model to PLAXIS 2D through its Python HTTP API, focusing on finite element (FE) simulation of tunnel excavation in such heterogeneous rock. Building on prior borehole-constrained ground model and conditional random field (CRF) matrix-variability studies, th...
By Novak Joksimović, Ksenija Micić, Miloš Marjanović
METHODS FOR DETERMINING MASONRY COMPRESSIVE STRENGTH: FROM EXPERIMENTS TO AI APPROACHES
The compressive strength of masonry walls represents one of the key mechanical characteristics of masonry structures. Its determination goes beyond a simple consideration of the properties of individual materials and depends on the complex interaction between masonry units, mortar, assembly geometry, and loading conditions. This paper presents a sy...
By Bojan Milošević, Žarko Petrović, Vladimir Mandić
PROJEKAT KONSTRUKCIJE OBJEKATA KAMPUSA OBRAZOVNIH USTANOVA – ŠKOLA I VRTIĆ, BW PLOT 11B
Projektovanje objekata osnovne škole i depadansa predškolske ustanove - vrtića u okviru građevinske parcele 11b, predviđene za Kampus obrazovnih ustanova na području priobalja reke Save za projekat „Beograd na Vodi“. Objekat osnovne škole je spratnosti Po+Pr+2, bruto građevinske površine 5.660m2, visine 15.3m...
By Vladimir Trajković, Luka Kilibarda, Aleksandra Kilibarda, Ivana Leposavić
IZAZOVI OCJENJIVANJA POTRESNE OTPORNOSTI POSTOJEĆIH ZGRADA
Potresi koji su 2020. godine pogodili Zagreb i Petrinju pokazali su visoku seizmičku ranjivost postojećeg fonda zgrada u Republici Hrvatskoj, posebno starijih zidanih građevina izgrađenih prije uvođenja suvremenih protupotresnih propisa. U radu su prikazani osnovni elementi procjene seizmičkog rizika, problematika identifikacije kritične tipologije...
By Martina Jurak, Josip Atalić, Mario Uroš, Marija Demšić
PROJEKAT MOSTA ZETA NA DIONICI SMOKOVAC-TOLOŠI – OBILAZNICA OKO PODGORICE
Most Zeta se nalazi na Autoputu Bar-Boljare, dionica Smokovac-Tološi, obilaznica oko Podgorice, na lokalitetu Donji Rogami. Most premošćuje dolinu i korito rijeke Zete, željezničku prugu, magistralni i lokalni put, kao i manje naselje, ukupne dužine oko 500 m i maksimalne dubine oko 70 m. Dužina mosta, mjereno od oslonačkih osovina na...
By Nikola Baša, Mladen Ulićević, Marko Božović, Stefan Kandić