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Pregled bibliografske jedinice broj: 704085

The effect of flexibility in ground storey of concrete walls and infilled frames on their seismic response = Über den Einfluss der Flexibilität des Erdgeschosses aus Betonwänden und ausgefüllten Rahmen auf deren seismische Antwort


Radnić, Jure; Baloević, Goran; Grgić, Nikola; Harapin, Alen; Buzov, Ante
The effect of flexibility in ground storey of concrete walls and infilled frames on their seismic response = Über den Einfluss der Flexibilität des Erdgeschosses aus Betonwänden und ausgefüllten Rahmen auf deren seismische Antwort // Materialwissenschaft und Werkstofftechnik, 45 (2014), 4; 244-257 doi:10.1002/mawe.201400224 (međunarodna recenzija, članak, znanstveni)


Naslov
The effect of flexibility in ground storey of concrete walls and infilled frames on their seismic response = Über den Einfluss der Flexibilität des Erdgeschosses aus Betonwänden und ausgefüllten Rahmen auf deren seismische Antwort
(The effect of flexibility in ground storey of concrete walls and infilled frames on their seismic response)

Autori
Radnić, Jure ; Baloević, Goran ; Grgić, Nikola ; Harapin, Alen ; Buzov, Ante

Izvornik
Materialwissenschaft und Werkstofftechnik (0933-5137) 45 (2014), 4; 244-257

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

Ključne riječi
Concrete wall ; masonry-infilled frame ; flexible ground storey ; earthquake ; numerical analysis

Sažetak
By using a previously developed numerical model of the authors for both static and dynamic analysis of plane reinforced concrete and masonry structures, that can simulate their main nonlinear effects, the influence of flexibility in ground storey of concrete walls and infilled reinforced concrete frames on their behavior under earthquakes has been researched. Single three-storey reinforced concrete walls and single three-storey reinforced concrete frames were analyzed, each for the case of the equal rigidity through all floors and for the case with flexible ground storey. Frames with strong and weak infilled masonry were considered. Five different earthquakes were applied, that cause high structural nonlinearity. It is assumed that foundations are supported by a rigid base, with the possibility of lifting. Typical displacements, inertial forces, stresses and damage zones of the analyzed structures are presented. Finally, main conclusions and recommendations for practical application are given.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo



POVEZANOST RADA


Projekt / tema
083-0000000-1538 - Eksperimentalna i numerička istraživanja potresne otpornosti građevina (Jure Radnić, )

Ustanove
Fakultet građevinarstva, arhitekture i geodezije, Split

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


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