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Pregled bibliografske jedinice broj: 599324

Cyclic testing of a single bay reinforced concrete frames with various types of masonry infill


Zovkić, Jurko; Sigmund, Vladimir; Guljaš, Ivica
Cyclic testing of a single bay reinforced concrete frames with various types of masonry infill // Earthquake engineering & structural dynamics, 41 (2012), 14; 41-60 doi:10.1002/eqe.2263 (međunarodna recenzija, članak, znanstveni)


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Naslov
Cyclic testing of a single bay reinforced concrete frames with various types of masonry infill

Autori
Zovkić, Jurko ; Sigmund, Vladimir ; Guljaš, Ivica

Izvornik
Earthquake engineering & structural dynamics (0098-8847) 41 (2012), 14; 41-60

Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni

Ključne riječi
reinforced concrete frame; masonry infill; testing; behaviour; “framed-wall” structure

Sažetak
In this paper a contribution of various types of masonry infill to the behaviour of reinforced-concrete frames under lateral loads is presented. As a part of the bigger project, ten one-bay, one storey reinforced-concrete frames were designed according to the EC8, built in a scale 1:2.5, infilled with masonry and tested under constant vertical and cyclic lateral load. The masonry wall had various strength properties, namely: high strength hollow clay brick blocks, medium strength hollow clay brick blocks and low strength lightweight Autoclaved-aerated concrete blocks. There were no additional shear connectors between the masonry and frame. The results showed that the composite “framed-wall” structure had much higher stiffness, damping and initial strength than the bare frame structure. Masonry infill filled-in the load capacity gap from very low (0, 05%) to drifts when the frame took over (0, 75%). The structures behaved as linear monolithic elements to drifts of 0, 1%, reached the maximum lateral capacities at drift of 0, 3%, maintained it to drifts of 0, 75% and after that their behaviour depended on the frame. Masonry infill had severe damage at drift levels of about 0, 75% but contributed to the overall system resistance to drifts of about 1%. At that drift level the frame had only minor damage and was tested to drifts of about 2% without any loss of capacity. Improvement of the “infills provisions” in the codes could be sought by taking into account the contribution of a common masonry that reduces expected damages by lowering the drift levels.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo



POVEZANOST RADA


Projekti:
149-1492966-1536 - Seizmički proračun okvirnih konstrukcija s ispunom (Sigmund, Vladimir, MZOS ) ( CroRIS)

Ustanove:
Građevinski i arhitektonski fakultet Osijek

Profili:

Avatar Url Vladimir Sigmund (autor)

Avatar Url Ivica Guljaš (autor)

Avatar Url Jurko Zovkić (autor)

Poveznice na cjeloviti tekst rada:

doi onlinelibrary.wiley.com onlinelibrary.wiley.com

Citiraj ovu publikaciju:

Zovkić, Jurko; Sigmund, Vladimir; Guljaš, Ivica
Cyclic testing of a single bay reinforced concrete frames with various types of masonry infill // Earthquake engineering & structural dynamics, 41 (2012), 14; 41-60 doi:10.1002/eqe.2263 (međunarodna recenzija, članak, znanstveni)
Zovkić, J., Sigmund, V. & Guljaš, I. (2012) Cyclic testing of a single bay reinforced concrete frames with various types of masonry infill. Earthquake engineering & structural dynamics, 41 (14), 41-60 doi:10.1002/eqe.2263.
@article{article, author = {Zovki\'{c}, Jurko and Sigmund, Vladimir and Gulja\v{s}, Ivica}, year = {2012}, pages = {41-60}, DOI = {10.1002/eqe.2263}, keywords = {reinforced concrete frame, masonry infill, testing, behaviour, “framed-wall” structure}, journal = {Earthquake engineering and structural dynamics}, doi = {10.1002/eqe.2263}, volume = {41}, number = {14}, issn = {0098-8847}, title = {Cyclic testing of a single bay reinforced concrete frames with various types of masonry infill}, keyword = {reinforced concrete frame, masonry infill, testing, behaviour, “framed-wall” structure} }
@article{article, author = {Zovki\'{c}, Jurko and Sigmund, Vladimir and Gulja\v{s}, Ivica}, year = {2012}, pages = {41-60}, DOI = {10.1002/eqe.2263}, keywords = {reinforced concrete frame, masonry infill, testing, behaviour, “framed-wall” structure}, journal = {Earthquake engineering and structural dynamics}, doi = {10.1002/eqe.2263}, volume = {41}, number = {14}, issn = {0098-8847}, title = {Cyclic testing of a single bay reinforced concrete frames with various types of masonry infill}, keyword = {reinforced concrete frame, masonry infill, testing, behaviour, “framed-wall” structure} }

Časopis indeksira:


  • Current Contents Connect (CCC)
  • Web of Science Core Collection (WoSCC)
    • Science Citation Index Expanded (SCI-EXP)
    • SCI-EXP, SSCI i/ili A&HCI
  • Scopus


Citati:





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