IMPACT OF CHANGING EXECUTION CONDITIONS ON CONSTRUCTION SCHEDULE AND ACCELERATION MEASURES: THE OLD SAVA BRIDGE DISMANTLING CASE STUDY
Schedule performance is a central aspect of infrastructure project delivery, as changes in execution conditions and additional safety requirements may significantly alter schedule logic and extend the duration of critical activities, with organizational and financial consequences. This paper presents a case study of the dismantling of the Old Sava ...
By Aleksandar Petrović, Liang Qian, Milica Udovičić, Jelena Petković, Zorana Petojević
OPERATION AND MAINTENANCE OF BRIDGE DRAINAGE SYSTEMS ALONG THE SAVA RIVER IN BELGRADE
This paper assesses the operational performance of drainage systems on four road bridges over the Sava River in Belgrade: Branko’s, Gazela, Ada Ciganlija, and Ostružnica. Field inspections identified deficiencies related to original design, subsequent modifications, ageing drainage infrastructure, structural and pavement deformations, and ina...
By Jovan Despotović, Zoran Mišković, Aleksandar Đukić, Branislav Babić, Ognjen Govedarica, Jasna Plavšić
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
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
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
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
REUSE OF PRECAST CONCRETE ELEMENTS: REVIEW AND EXPERIMENTAL CASE STUDY
The reuse of precast reinforced concrete (RC) elements is an effective way to reduce the environmental impact of the construction industry. However, practical implementation remains limited by regulatory, technical, and market barriers. To facilitate reuse, the principles of design for deconstruction should be incorporated into precast structures. ...
By Milica Vidović, Jelena Carević, Ivan Milićević
DEMOUNTABLE CONNECTIONS WITH MECHANICAL COUPLERS LOADED IN SHEAR AND TENSION
This paper presents the main aspects of a comprehensive study of demountable steel-precast concrete connections consisting of a demountable bolt and embedded mechanical coupler with a rebar anchor. The study included experimental and numerical analysis of the connection under pure tension, pure shear, and combined shear and tension loading. The res...
By Ivan Milićević
AN INNOVATIVE STEEL-CLT SHEAR CONNECTOR: DEVELOPMENT AND EXPERIMENTAL-NUMERICAL INVESTIGATION
This paper presents the development of an innovative steel-cross laminated timber (steel-CLT) shear connector designed for efficient shear transfer. The structural performance and mechanical behaviour of the proposed system were comprehensively evaluated through experimental testing and numerical modelling. Push-out tests were conducted to evaluate...
By Miloš Milić
BEHAVIOUR OF 3D-PRINTED CONCRETE WALLS UNDER LATERAL LOADING: LITERATURE REVIEW
In recent years, 3D concrete printing (3DCP) technology has found growing application in residential construction, from single and two-storey houses to apartment buildings. Nevertheless, the wider application of this technology is limited by the lack of established standards and design codes, the development of which requires a sufficiently large e...
By Stefan Mitrović, Ivan Ignjatović