POST-FIRE AXIAL CAPACITY OF RECYCLED AGGREGATE CONCRETE FILLED STEEL TUBE COLUMNS
The paper analyses the post-fire axial capacity of recycled aggregate concrete-filled steel tube (RACFST) columns. Since existing design codes lack guidelines for calculating this capacity, the modified method from the second-generation of Eurocode 4 is applied and its applicability is confirmed for RACFST columns. For method evaluation, the result...
By Svetlana Kostić, Milan Bursać, Jelena Nikolić, Nikola Tošić
DURABILITY AND RELATED PROPERTIES OF CEMENT-BASED COMPOSITES CONTAINING CERAMIC WASTE TILE POWDER
The increasing environmental impact of cement production has driven the search for sustainable supplementary cementitious materials (SCMs). The incorporation of ceramic waste tile powder (CWTP) as a partial cement replacement in concrete and mortar has proven to be significant for durability and related properties improvement, enhancing the microst...
By Aleksandar Pujović, Tiana Milović, Anka Starčev-Ćurčin
EFFECT OF RESISTANCE CRITERIA ON IMPERFECTION SENSITIVITY ASSESSMENT IN GNIA ANALYSIS
Eurocode requires the consideration of geometric imperfections. Imperfections can be considered directly, as is the case in GNIA and GMNIA analyses. Recent studies propose various methods for obtaining the governing imperfection, yet they rarely justify the criterion used to determine the buckling resistance from the nonlinear load-displacement cur...
By Tanja Perčić, Đorđe Jovanović, Drago Žarković, Dragan Manojlović
ISTRAŽIVAČKI I KONZERVATORSKO-RESTAURATORSKI RADOVI NA STAROM GRADU BJELAJ
Stari grad Bjelaj (Bilaj), smješten u blizini Bosanskog Petrovca, predstavlja kompleksan fortifikacijski sklop sa slojevima prahistorijskog, srednjovjekovnog i osmanskog graditeljskog nasljeđa. Prema postojećim podacima, bedemi su građeni od lomljenog kamena zidanog u krečnom malteru, pri čemu su danas vidljiva značajna oštećenja nast...
By Faris Trešnjo, Salko Kulukčija, Esad Žuškić, Mustafa Humo, Enida Mališević
BROADWAY SUBWAY PROJECT, VANCOUVER – MODULARNI SISTEM PRIVREMENIH KONSTRUKCIJA ZA DUBOKE URBANE ISKOPE
Broadway Subway Project u Vankuveru obuhvata izgradnju 5.7 km produženja metro linije sa više podzemnih stanica ispod jedne od najopterećenijih urbanih saobraćajnica. Duboki iskopi do približno 24 m, ograničen prostor, intenzivan saobraćaj i brojna komunalna infrastruktura predstavljali su ključne inženjerske izazove. Razvijen je modularni s...
By Dragan Majkić
REHABILITATION OF THE A36 WARREN-TYPE VIADUCT
A first in France: waterproofing of a rehabilitated highway Viaduct using Ultra-High Performance Fiber-Reinforced Concrete (UHPFRC). The rehabilitation of the Viaduct above Saône canal, on the A36 highway in France, provided an opportunity to implement an innovative waterproofing solution for a road bridge, based on the use of UHPFRC. The bri...
By Alain Huynh-Tuong, Jean-Roch Lucas, Miodrag Stanković
POST-FIRE ASSESSMENT AND REPAIR OF REINFORCED CONCRETE STRUCTURES: DAMAGE EVALUATION AND STRUCTURAL REHABILITATION
Although concrete is classified as a non-combustible material and generally exhibits good fire resistance, exposure to elevated temperatures may significantly reduce the mechanical properties of concrete and reinforcing steel, resulting in cracking, spalling, reinforcement degradation, excessive deformations, and, in severe cases, structural collap...
By Meri Cvetkovska, Milica Jovanoska Mitrevska
THE COLLAPSE OF THE CAROLABRIDGE – A TRAGIC INDIVIDUAL CASE?
The majority of small and medium-span bridges in Germany are made of prestressed concrete. All bridges are inspected at regular intervals to identify damage or load-bearing deficiencies at an early stage. Nevertheless, on September 11, 2024, the prestressed Carola Bridge in Dresden partially collapsed without prior warning. This article first provi...
By Gregor Schacht, Max Fiedler, Robert Ritter, Silke Scheerer, Steffen Marx
HAUNCH EFFECT ON STEEL FRAME ULTIMATE CAPACITY UNDER LATERAL LOADING
This paper investigates the effect of a haunch on the ultimate capacity and lateral stiffness of a single-bay, two-hinged, unbraced steel frame subjected to gravity loading and a concentrated lateral force. For the frame without haunches, analytical and numerical analyses were carried out using beam and shell finite elements, whereas the identical ...
By Sofia Žugić, Milivoje Rogač
BEFORE ANY INTERVENTION: THE CHALLENGE OF STRUCTURAL ASSESSMENT
Before any strengthening, repair, reconstruction or adaptation of an existing structure can begin, engineers face one of the most demanding tasks in practice: establishing its true condition. Structural assessment is far more than a routine inspection - it is an investigative process combining field observation, testing, material science, structura...
By Vlastimir Radonjanin, Mirjana Malešev