Pregled bibliografske jedinice broj: 506514
Comparison between non-linear dynamic and static seismic analysis of structures according to European and US provisions
Comparison between non-linear dynamic and static seismic analysis of structures according to European and US provisions // Bulletin of earthquake engineering, 9 (2011), 2; 467-489 doi:10.1007/s10518-010-9199-1 (međunarodna recenzija, članak, znanstveni)
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Naslov
Comparison between non-linear dynamic and static seismic analysis of structures according to European and US provisions
Autori
Čaušević, Mehmed ; Mitrović, Saša
Izvornik
Bulletin of earthquake engineering (1570-761X) 9
(2011), 2;
467-489
Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni
Ključne riječi
non-linear dynamic analysis; non-linear static methods; pushover analysis; N2; NSP and CSM methods
Sažetak
Several procedures for non-linear static and dynamic analysis of structures have been developed in recent years. This paper discusses those procedures that have been implemented into the latest European and US seismic provisions: non-linear dynamic time-history analysis ; N2 non-linear static method (Eurocode 8) ; non-linear static procedure NSP (FEMA 356) and improved capacity spectrum method CSM (FEMA 440). The presented methods differ in respect to accuracy, simplicity, transparency and clarity of theoretical background. Non-linear static procedures were developed 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 dynamic time-history analysis and non-linear static procedures are compared. It is concluded that these non-linear static procedures are sustainable for application. Additionally, this paper discusses a recommendation in the Eurocode 8/1 that the capacity curve should be determined by pushover analysis for values of the control displacement ranging between zero and 150% of the target displacement. Maximum top displacement of the analyzed structure obtained by using dynamic method with real time-history records corresponds to 145% of the target displacement obtained using the non-linear static N2 procedure.
Izvorni jezik
Engleski
Znanstvena područja
Geologija, Arhitektura i urbanizam, Građevinarstvo
POVEZANOST RADA
Projekti:
114-0821466-1470 - Razvoj konstrukcija povećane pouzdanosti obzirom na potrese (Čaušević, Mehmed, MZOS ) ( CroRIS)
Ustanove:
Građevinski fakultet, Rijeka
Citiraj ovu publikaciju:
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