Pregled bibliografske jedinice broj: 1066194
NONLINEAR ANALYSIS OF BUILDING STRUCTURES IN SEISMIC AREAS ACCORDING TO THE EUROPEAN STANDARDS, CASE STUDY
NONLINEAR ANALYSIS OF BUILDING STRUCTURES IN SEISMIC AREAS ACCORDING TO THE EUROPEAN STANDARDS, CASE STUDY // Proceedings of the Intern. Confer. on Contemporary Theory and Practice in Construction, XIV STEPGRAD, Banja Luka, Bosnia and Herzegovina / Borković, Aleksandar (ur.).
Banja Luka, 2020. str. 330-341 doi:10.7251/STP2014330C (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 1066194 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
NONLINEAR ANALYSIS OF BUILDING STRUCTURES IN
SEISMIC AREAS ACCORDING TO THE EUROPEAN
STANDARDS, CASE STUDY
Autori
Čaušević, Mehmed ; Saša, Mitrović
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Proceedings of the Intern. Confer. on Contemporary Theory and Practice in Construction, XIV STEPGRAD, Banja Luka, Bosnia and Herzegovina
/ Borković, Aleksandar - Banja Luka, 2020, 330-341
Skup
International conference on Contemporary Theory and Practice in Construction XIV
Mjesto i datum
Banja Luka, Bosna i Hercegovina, 11.06.2020. - 12.06.2020
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
nonlinear static analysis, pushover, nonlinear dynamic time-history analysis, European standard EN 1998-1: 2004, seismic demand, seismic capacity, artificial records, records of real earthquakes
Sažetak
For the design and construction of buildings in seismic areas the European Standard EN 1998-1: 2004 offers two non-linear methods, namely: a non-linear pushover-based static method and a non-linear dynamic method. This paper discusses those methods which differ from one another in respect to accuracy, simplicity, transparency and clarity of theoretical background. Non- linear static procedures were developed in the world with the aim of overcoming the insufficiency and limitations of linear methods, whilst at the same time maintaining a relatively simple application. All procedures incorporate performance-based concepts paying more attention to damage control. Application of the presented procedures is illustrated by means of an example of an eight-storey reinforced concrete frame building. The results obtained by non-linear static procedure and non-linear dynamic time- history analysis are compared. It is concluded that non-linear static procedure is sustainable for application.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Ustanove:
Građevinski fakultet, Rijeka