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Dating back to 1980, the Journal of the Faculty of Civil Engineering and Architecture is proud of its long-standing tradition and contribution to the academic community. Over more than four decades, the journal has served as a platform for disseminating research in the fields of civil engineering and architecture, both within the region and increasingly on a global scale. Building on the solid foundations laid in earlier years, we are pleased to observe steady and consistent progress in enhancing the journal’s international visibility, relevance, and scientific recognition. According to the Serbian national classification of scientific journals, our journal was awarded the M54 category for its 2024 volume - a testament to the ongoing efforts of the editorial team, reviewers, and authors. We are optimistic that the coming year will bring even greater achievements, both in terms of academic quality and outreach to a broader research community.

The authors who contribute to our journal come from a variety of countries across different continents, reflecting a growing international reach and appeal. This geographic diversity not only enriches the journal’s content but also highlights the increasing global interest in the topics we publish. This process was made possible thanks to the commitment of reviewers from a wide geographic and institutional background. We are deeply grateful to these experts, whose careful assessments and constructive feedback have helped to uphold and improve the quality of our published papers. Finally, we extend an open invitation to researchers, scholars, and professionals to consider submitting their work to our journal. Whether you are at the beginning of your academic career or an experienced researcher, we welcome your contributions. The editorial team remains committed to continuous improvement, and we pledge to keep working toward increasing the journal’s visibility, citation impact, and scientific standing in the years ahead.

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Vol. 40, No. 1 (2025):

Published: 01.06.2025.

Journal of the Faculty of Civil Engineering and Architecture

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02.07.2026. Research paper Online first
THERMAL STRATIFICATION AS AN OPERATIONAL INDICATOR FOR MULTIPURPOSE RESERVOIR MANAGEMENT: A SCADA-BASED CASE STUDY OF THE ĆELIJE RESERVOIR

By Jelena Markovic Brankovic, Milica Markovic, Jelica Protic

Reservoir thermal stratification is often described as a physical and limnological process, but its direct relevance for day-to-day reservoir operation is less frequently quantified using routinely available monitoring data. This paper investigates whether high-frequency Supervisory Control and Data Acquisition (SCADA) records can be used to identify periods in which thermal stratification becomes operationally significant for the Ćelije multipurpose reservoir in Serbia. The analysis combines hourly water-temperature measurements at six elevations, 255, 265, 268, 271, 274 and 277 m a.s.l., with reservoir level and outflow data for the period September 2022–September 2023. Thermal conditions were quantified using a vertical stratification index, ΔT = T277 − T255, while reservoir operation was interpreted through level–outflow relationships and total discharge intensity. Strong stratification, defined as ΔT ≥ 10°C, occurred for 109 days, with a maximum daily value of 17.38°C recorded on 17 July 2023. The longest uninterrupted strongly stratified period lasted 64 days, from 30 June to 4 September 2023. The results show that discharge intensity was primarily governed by reservoir level, but the ΔT index provided essential additional information for identifying periods when increased release coincided with a strongly stratified water column. These operating windows are particularly relevant for assessing outlet use, withdrawal depth and potential thermal effects on released water. The study demonstrates that simple indicators derived from SCADA data can support thermally informed reservoir operation and provide a practical basis for future selective-withdrawal and water-quality assessments.

Rapid urbanization has significantly altered urban morphology, intensifying the urban heat island (UHI) effect and increasing thermal stress in cities. Previous studies have demonstrated that urban morphology plays a crucial role in UHI formation, especially at the micro-scale. This study examines the feasibility of assessing UHI sensitivity at the micro-scale through key urban morphology indicators – building coverage ratio (BCR), floor area ratio (FAR), and street canyon aspect ratio (SCR) – using the City of Niš (Serbia) as a case study. The methodology used in this research was developed within the framework of the Be Ready project. The results indicate that publicly available satellite datasets are not adequate for micro-scale UHI assessment due to limitations in data precision, data timeliness, and the nature of the data itself, which requires additional analytical computation. With respect to data availability at the city or municipal level, there are no systematically monitored or georeferenced datasets of urban morphology indicators. Consequently, the values of the selected indicators can be determined only through analytical calculations and field surveys, which is highly time-consuming and limits the practical applicability of these indicators in urban planning practice. The study highlights the need for improved, up-to-date urban morphology datasets to support the effective UHI risk assessment and climate-resilient urban planning.

13.01.2026. Research paper Online first
BRICK FACTORY „LAF-ĆELE KULA“: CONTRIBUTION TO THE STUDY OF INDUSTRIAL BULIDINGS IN NIŠ

By Elena Vasic Petrovic, Nikola Milovanovic

The paper presents research conducted by the Institute for the Protection of Cultural Monuments Niš, aimed at conservation of industrial heritage. The subject of the research was the area of the old brickyard 'Laf,' later the 'Ćele Kula' brick factory, and the valorization of its cultural heritage. This involved assess from an architectural perspective as well as within a historical context. The methodology applied is based on the procedures structly defined by the Law on Cultural Heritage.  Accordingly, the paper presents the evaluation of the mentioned built heritage, showing the results of the research conducted to contribute to the study of industrial heritage in Niš and support development plans (spatial and urbanistic documents).

19.11.2025. Research paper Online first
HOW SPATIAL CONFIGURATION INFLUENCES PUPILS’ INFORMAL SOCIAL ACTIVITIES: A SPACE SYNTAX ANALYSIS OF AN ELEMENTARY SCHOOL IN NIŠ

By Vojislav Nikolic, Milan Tanić, Danica Stanković, Slaviša Kondić

19.11.2025. Research paper Online first
NATURE-BASED SOLUTIONS IN REGENERATION OF PUBLIC OPEN SPACE: CHALLENGES AND PROSPECTS OF IMPLEMENTATION IN THE CITY OF NIŠ

By Milena Dinić Branković, Danijela Milanović, Jelena Đekić, Milica Ljubenović, Milica Igic

19.11.2025. Research paper Online first
CONCRETE PERFORMANCE ASSESSMENT BASED ON GAS PERMEABILITY TESTING

By Jelena Bijeljic, Ernst Niederleithinger

19.11.2025. Research paper Online first
ESTIMATION OF EVAPORATION IN URBAN CONDITIONS

By Mladen Milanovic, Dragan Milicevic, Slavisa Trajkovic

Current issue
01.06.2025. Research paper
PROBABILISTIC ESTIMATION OF LIFE-CYCLE CHLORIDE-INDUCED CORROSION

By Jiabin Liu, Heng Mei, Andrija Zorić

01.06.2025. Research paper
ANALYSIS OF SURFACE DEFORMATIONS DURING EXCAVATION OF A SMALL OVERBURDEN TUNNEL IN WEAK ROCK MASSES

By Ekrem Bektašević, Satko Filipović, Kemal Gutić, Džemal Hodžić, Namik Musa

01.06.2025. Research paper
SOME DEEP FREEZE STORAGE HEAT TRANSFER PROBLEMS

By Aleksandar Rajčić

Recent issues
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13.06.2024. Review paper
ASSESSMENT OF PROTECTIVE STRUCTURES FOR ARCHITECTURAL HERITAGE: CASE STUDY OF POMPEII, LEPENSKI VIR AND GOBEKLI TEPE

By Nastasija Kocić, Sonja Krasić, Jovana Tomić, Isidora Mitrović

The protection of archaeological sites is crucial for preserving their authenticity and historical significance. This study evaluates the effectiveness of protective structures implemented at three different sites: Villa dei Misteri in Pompeii, Lepenski Vir in Serbia, and GT1 Göbekli Tepe in Turkey. Our focus extends to iconic landmarks where different types of protective structures and different types of protection were used. Each structure is assessed based on criteria such as preservation of authenticity, physical protection, accessibility and presentation, sustainability, and aesthetic impact.The protective structures at all three sites demonstrate varying degrees of success in the selected criteria. Each structure has its advantages and disadvantages, highlighting the importance of careful design and maintenance to ensure the long-term sustainability of archaeological sites.This study seeks to improve our understanding of the key role played by geometric design, material selection and technological application in the preservation and presentation of cultural heritage on a global scale. By providing insight into successful strategies and potential challenges, the primary goal of this research is to extract valuable knowledge from global practice, for later use on concrete examples.

13.06.2024. Review paper
DECENTRALIZED WASTEWATER TREATMENT - A SUSTAINABLE SOLUTION FOR PROTECTING WATER RESOURCES FROM POLLUTION

By Dragan Milićević, Marija Milićević, Rastislav Trajković

13.06.2024. Review paper
CONCEPTUAL URBANISTIC-ARCHITECTURAL MODEL OF ROMANI HOUSING: CASE STUDY CRVENA ZVEZDA SETTLEMENT IN NIŠ

By Hristina Krstić, Mirko Stanimirović, Nataša Petković, Vladana Stanković

25.12.2023. Review paper
THE ROLE OF FIBER-REINFORCED POLYMER COMPOSITES IN CIVIL ENGINEERING

By Ivana Drobnjak

Fiber-reinforced polymer (FRP) composite material is a relatively new material that can be used in different types of engineering. Due to its attractive mechanical properties, it has been widely used for decades. The properties mentioned enable worth-mentioning achievements in aerospace, the aircraft and automotive industries, civil engineering, sports equipment, and marine infrastructure.FRP composites have evolved from being special materials to common engineering materials used in a wide range of applications in civil engineering. This paper covers the advantages and limitations of their use and various possible applications of FRPs in the field of civil engineering, emphasizing different opportunities for strengthening, repairing, or retrofitting reinforced concrete (RC) structures. The main aim is to highlight the importance and possibilities of using FRP composites.The outcomes of this paper summarize the potential of this composites for continual integration into constructions, especially RC structures, as well as the obstacles that prevent designers from using this material to its full potential. This paper can be used as an overview of the main FRP properties, a source of different references in which a reader can find more detail about the mentioned polymers, and a basis for gaining basic knowledge about this kind of modern composite material.
01.06.2025. Research paper
ANALYSIS OF SURFACE DEFORMATIONS DURING EXCAVATION OF A SMALL OVERBURDEN TUNNEL IN WEAK ROCK MASSES

By Ekrem Bektašević, Satko Filipović, Kemal Gutić, Džemal Hodžić, Namik Musa

Excavation of tunnels with a small overburden inevitably implies surface settlements, especially when they are carried out in soft soil or weak rock masses. Subsidence becomes a critical aspect when the construction of tunnels is realized in narrower urban areas, directly below occupied residential buildings. Taking as an example the Kobilja Glava tunnel, which will represent part of the main project connecting Vogošća with Sarajevo and at the same time the connection of the narrowest city center of Sarajevo with the A1 motorway on the Vc corridor, surface deformations were monitored during the excavation and installation of the primary support of the left tunnel tube. Special attention was dedicated to excavation from the entrance side on a certain section of the tunnel where the height of the overburden was less than 2D. During the excavation of the left tunnel tube of the Kobilja Glava tunnel, which was carried out from the entrance portal at chainage km 3+543,202 in the direction of Vogošće, multiple surface settlements were measured from the very entrance to the place where the excavation was stopped (chainage km 3+615,56) compared to the predicted values obtained by assessment. The main reason for stopping the further progress of the excavation of the left tunnel tube from the chainage km 3+615.56 lies in the fact that the direction of the geological layers coincided with the direction of the progress of the excavation, which had a significant negative impact on the movement of the soil itself, and therefore on the increase surface deformations. After a comprehensive analysis of the above, as well as consideration of optional possibilities, it was decided to approach the excavation of the left tunnel tube from another attack point, i.e. to start the excavation from cross passage No. 1 in the direction towards the entrance. In this way, it was possible that the direction of the geological layers under these cirrcustamces positively contributes to the reduction of surface subsidence caused by the progress of the tunnel excavation by over 50%.