Pregled bibliografske jedinice broj: 1038728
Influence of Multiple-Support Excitation on Seismic Response of Reinforced Concrete Arch Bridges
Influence of Multiple-Support Excitation on Seismic Response of Reinforced Concrete Arch Bridges // Applied Sciences-Basel, 10 (2020), 1; 1-23 doi:10.3390/app10010017 (međunarodna recenzija, članak, znanstveni)
CROSBI ID: 1038728 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Influence of Multiple-Support Excitation on Seismic Response of Reinforced Concrete Arch Bridges
Autori
Šavor Novak, Marta ; Lazarević, Damir ; Atalić, Josip ; Uroš, Mario
Izvornik
Applied Sciences-Basel (2076-3417) 10
(2020), 1;
1-23
Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni
Ključne riječi
seismic analysis ; multiple-support excitation ; spatial variability ; large-span reinforced concrete deck arch bridges ; time-history method ; generation of ground motion time histories
Sažetak
Although post-earthquake observations identified spatial variation of ground motion (i.e., multiple-support excitation) as a frequent cause of the unfavorable response of long-span bridges, this phenomenon is often not taken into account in seismic design to simplify the calculation procedure. This study investigates the influence of multiple-support excitation accounting for coherency loss and wave-passage effects on the seismic response of reinforced concrete deck arch bridges of long spans founded on rock sites. Parametric numerical study was conducted using the time-history method, the response spectrum method, and a simplified procedure according to the European seismic standards. Results showed that multiple-support excitation had a detrimental influence on response of almost all analyzed bridges regardless of considered arch span. Both considered spatial variation effects, acting separately or simultaneously, proved to be very important, with their relative significance depending on the response values and arch locations analyzed and seismic records used. Therefore, it is suggested that all spatially variable ground-motion effects are taken into account in seismic analysis of similar bridges.
Izvorni jezik
Hrvatski
Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti
POVEZANOST RADA
Ustanove:
Građevinski fakultet, Zagreb
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