Nalazite se na CroRIS probnoj okolini. Ovdje evidentirani podaci neće biti pohranjeni u Informacijskom sustavu znanosti RH. Ako je ovo greška, CroRIS produkcijskoj okolini moguće je pristupi putem poveznice www.croris.hr
izvor podataka: crosbi

Seismic analysis of Pelješac Bridge (CROSBI ID 158879)

Prilog u časopisu | izvorni znanstveni rad | međunarodna recenzija

Šavor, Zlatko ; Radić, Jure ; Hrelja, Gordana ; Lazarević, Damir ; Atalić, Josip Seismic analysis of Pelješac Bridge // Bridge structures, 5 (2009), 2-3; 97-108

Podaci o odgovornosti

Šavor, Zlatko ; Radić, Jure ; Hrelja, Gordana ; Lazarević, Damir ; Atalić, Josip

engleski

Seismic analysis of Pelješac Bridge

The construction of a new 2.4km long bridge, crossing the sea strait between the Croatian Mainland and the Pelješac Peninsula to provide the fixed road link between the whole of Croatia, has just begun. The bridge location is in a highly seismic zone with the design ground acceleration of 0.41g and on extremely bad soil. The four lane road bridge consists of two approach bridges and the main cable stayed bridge with continuous steel trapezoidal box superstructure. Nonlinear modal time history analysis, based on superposition of Ritz vectors, but with coupled modal equations, was utilized for seismic design. Real earthquake accelerograms for earthquakes in the vicinity (Bar, Ulcinj, Ston) and also El Centro earthquake, as well as 72 artificial accelerograms, determined by seismic study for the specific bridge location, were analyzed. The analysis was carried out, taking into account the proposed construction sequence.

cable stayed bridge; steel superstructure; dampers; adverse soil conditions; steel tubular driven piles; earthquake; design response spectra

nije evidentirano

nije evidentirano

nije evidentirano

nije evidentirano

nije evidentirano

nije evidentirano

Podaci o izdanju

5 (2-3)

2009.

97-108

objavljeno

1573-2487

Povezanost rada

Građevinarstvo

Indeksiranost