Sürdürülebilir Kalkınma Amaçları

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  • MakaleAçık Erişim2023Scopus SJRQ3
    The effect of crest shape on discharge coefficient at linear weirs; [Utjecaj oblika krune na koeficijent prelijevanja linearnih preljeva]

    Dogan, Yusuf; Kaya, Nihat

    A detailed experimental laboratory analysis of the effect of crest shape on the discharge coefficient of sharp-crested weirs is presented in the paper. The experiments were conducted for four different crest shapes. The experiments and analyses show that discharge capacity, and discharge coefficient in particular, are significantly affected by weir crest height. It is stated in conclusion that rounded crest shape has the highest discharge capacity. In practice, sharp crested weirs are generally preferred to other crest shapes due to construction facility, although the discharge coefficient values of sharp crested weirs are lower compared to rounded crest shape.

  • MakaleAçık Erişim2023Scopus SJRQ3
    Effect of glass sand used as aggregate on micro-concrete properties; [Učinak recikliranog stakla kao agregata na svojstva mikrobetona]

    Etli, Serkan

    Micro-concrete (MC) can be defined as a high-performance cement-based material produced using microaggregates and cement in the required proportions. Owing to its high performance, it has the potential to be used in the structural repairs of existing building elements. Within the scope of this study, an evaluation was conducted by creating a usage scenario under which glass, which is a waste product, can be reduced and applied in a way that provides a sufficient MC performance. There are four different binder contents in the mixtures within the scope of the present study, i.e., 570, 580, 599, and 658 kg/m3. From these mixtures, together with the control mixture, 12 %, 27 %, and 50 % microaggregates were replaced with glass sand and 16 different mixtures with a total of 4 different aggregate contents were produced. For the mechanical, physical, and durability tests, 40 × 40 × 160 mm sized prisms and 50 × 50 × 50 mm sized cubes were produced. For the purposes of this research, mechanical tests were carried out on 144 7-, 28- and 56-day old prismatic specimens. In addition, the effects of a freeze-thaw and temperature on the mechanical properties were investigated on 192 prismatic samples. In determination of the durability, physical properties such as the porosity, sorptivity, and specific gravity were tested and determined using cubic samples. The test results show that the replacement of MA with GS has positive effects on all mechanical behaviours of MC.

    • SDG 12 · Sorumlu Üretim ve Tüketim
    AtıfScopus7OpenAlex12
    Scopusİncele
  • MakaleAçık Erişim2018Scopus SJRQ3
    Seismic assessment of existing RC buildings before and after shear-wall retrofitting

    Onat, Onur; Yön, Burak; Calayir, Yusuf

    The existing reinforced concrete (RC) buildings are analysed in the paper before and after shear-wall retrofitting. For numerical application, an existing RC building was selected and retrofitted with shear walls. Incremental dynamic analyses and static pushover analysis of these buildings were performed using the distributed plastic hinge approach. The results show that seismic retrofitting with shear walls increases rigidity and capacity of the building, while decreasing lateral displacements and damage.

    • SDG 9 · Sanayi, Yenilikçilik ve Altyapı
    • SDG 11 · Sürdürülebilir Şehirler ve Topluluklar
    AtıfScopus4WoS3OpenAlex3
    ScopusWeb of Scienceİncele
  • MakaleAçık Erişim2017Scopus SJRQ3
    Structural model calibration of RC structure with twoleaf cavity brick infill wall by deterministic approach

    Onat, Onur; Lourenço, Paulo B.; Koçak, Ali

    An adaptive solution for updating structural model of a RC structure with two-leaf cavity brick infill wall under flexible boundary problem is presented in this paper. The structure was simulated with Diana 9.4.4 finite element software. Next, an elastic foundation with interface elements was used to overcome this stiffness problem of the foundation. The validation of the structure was made with the optimization based modal updating using MATLAB. Five calibration types were performed and compared with experimental data.

    AtıfScopus8WoS8OpenAlex6
    ScopusWeb of Scienceİncele
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creativeworkseries.issn0350-2465
dc.date.accessioned2026-10-28T14:55:41.820578087Z
dc.date.available2026-10-28T14:55:41.820578087Z
dc.identifier.urihttps://rdlopen.rawdatalibrary.net/r/munzur/2691
dc.publisherCroatian Association of Civil Engineers
dc.rightsinfo:eu-repo/semantics/openAccess
dc.titleGradjevinar