DEJSTVO VETRA NA PLUTAJUĆE FOTONAPONSKE SISTEME
Obnovljivi izvori energije beleže ubrzan razvoj u Evropi, pri čemu se očekuje da će solarna energija postati jedan od vodećih izvora električne energije. Plutajući fotonaponski sistemi predstavljaju perspektivno rešenje za područja sa ograničenom dostupnošću zemljišta. U radu je predstavljen razvoj eksperimentalnog skupa podata...
By Anina Glumac, Olivier Flamand, Jonas Thor Snæbjörnsson, Theophile Bresson, Serge Garay, Đorđe Romanić, Hristina Ilić, Rebeka Čolo, Jasna Bogunović Jakobsen
COMPARISON AND TUNING OF MACHINE LEARNING MODELS FOR COLUMN WEB PANEL IN TRANSVERSE COMPRESSION
The component method enables efficient design of steel joints by decomposing them into individual components characterized by their resistance and stiffness. This paper presents a machine learning-based approach for resistance prediction of the column web panel in transverse compression, based on a numerical dataset generated using IDEA StatiCa Con...
By Amina Hajdarević, Martin Vild, Filip Ljubinković, Luís Simões da Silva
DEMOUNTABLE COMPOSITE FLOOR SYSTEMS: A STATE-OF-THE-ART REVIEW
Demountable and reusable construction systems are increasingly recognized for supporting sustainability and circular economy principles by enabling disassembly, reuse, and reduced waste compared to conventional monolithic solutions. This paper presents a state-of-the-art review of demountable and reusable steel-concrete composite structures, summar...
By Aleksandra Simović, Ana Francisca Santos, Hélder D. Craveiro, Aldina Santiago
FULL REPLACEMENT OF STAY CABLE SYSTEM: STATE OF THE ART PRACTICES, DEDICATED METHODS, MODERN SYSTEM INTEGRATION, AND RISK MITIGATION
As many cable stayed bridges built in the 1960s reach the end of their original service life, replacing aging stay cable systems has become a major challenge for infrastructure owners. Corrosion, obsolete protection systems, and modern durability requirements drive the need to upgrade these structures with high performance cables. Freyssinet has de...
By Matthieu Guesdon, Nicolas Fabry, Patrick Ladret, Miodrag Stanković
CHALLENGES OF STRUCTURAL DESIGN IN SEISMIC REGIONS: EXAMPLES FROM TWO CASE STUDIES
This paper presents two building projects in seismic regions: Project A (Italy) and Project B (Middle East). It examines challenges in aligning architectural intent, client expectations, regulations, and seismic performance throughout design. Project A, designed to Italian NTC18, adopted an elastic design approach due to architectural constraints l...
By Damjan Srebro, Ivan Nackov, Saša Popović, Mario Rossato, Marija Filipović, Vladimir Nenezić, Mitar Tošković
PROJEKTOVANJE I IZVOĐENJE AB KONSTRUKCIJA SA ZIDANOM ISPUNOM: POSTUPAK I KORACI DEFINISANI U PRVOJ I DRUGOJ GENERACIJI EVROKODA 8
Rad prikazuje postupak projektovanja i izvođenja armiranobetonskih (AB) konstrukcija sa zidanom ispunom u skladu sa zahtevima prve i druge generacije Evrokoda 8. Poseban fokus je na razumevanju interakcije između nosećeg AB sistema i ispune, uticaja ispune na promenu krutosti a samim tim i perioda oscilovanja konstrukcije, kao i na razlikama u pris...
By Marko Marinković, Christoph Butenweg
HIGH-VOLUME LIMESTONE POWDER CONCRETE FOR STRUCTURAL APPLICATION
This paper presents the key results of a comprehensive experimental, numerical and analytical study of concrete with a high limestone powder content. The testing programme covered all aspects, from mix design, through mechanical properties and durability parameters, to the behaviour of real-scale RC beams under sustained loading over 1000 days, inc...
By Andrija Radović
PROBABILISTIC ASSESSMENT OF AN EXISTING REINFORCED CONCRETE BRIDGE
This study presents a probabilistic assessment of an existing four-span reinforced concrete slab bridge, considering the stochastic variations of concrete strength and the yield strength of reinforcement steel. Although Eurocode permits probabilistic assessment of existing bridges, it provides limited practical guidance. Bending and shear limit-sta...
By Ivana Tadić, Rade Hajdin
TE “KOSTOLAC B”, BLOK B3, GPO – KOTLARNICA, PRORAČUN KONSTRUKCIJE I TEMELJA, SEIZMIČKI PRORAČUN
Objekat Kotlarnice u arhitektonskom i konstruktivnom smislu predstavlja deo Glavnog Pogonskog Objekta (GPO) zajedno sa turbinskom halom, bunkerskim traktom i zgradom ventilatora u sklopu funkcionalne celine 5 bloka B3 TE Kostolac. Objekat je čelična konstrukcija sistemnih dimenzija u osnovi 70x77 m i visine 57 m na delu objekta van kotla. U sredini...
By Nebojša Antonijević
RESILIENCE-BASED SEISMIC DESIGN: FROM THEORY TO ENGINEERING PRACTICE
Current seismic building codes aim to protect life safety by allowing controlled damage to lateral-load-resisting systems. Although this approach prevents collapse, buildings may remain unusable and impose significant consequences on communities and infrastructure. Resilience-based seismic design seeks to reduce these impacts, yet challenges remain...
By Vesna Terzić