Napredna pretraga

Pregled bibliografske jedinice broj: 854818

Overturning of multiple-block stacks - dynamic sensitivity parameters and scaling effect


Čeh, Nina; Camenen, Jean-Francois; Bićanić, Nenad; Pellegrino, Antonio; Petrinić, Nik
Overturning of multiple-block stacks - dynamic sensitivity parameters and scaling effect // International Journal of Masonry Research and Innovation, 1 (2016), 4; 351-374 doi:10.1504/IJMRI.2016.10002055 (podatak o recenziji nije dostupan, članak, znanstveni)


Naslov
Overturning of multiple-block stacks - dynamic sensitivity parameters and scaling effect

Autori
Čeh, Nina ; Camenen, Jean-Francois ; Bićanić, Nenad ; Pellegrino, Antonio ; Petrinić, Nik

Izvornik
International Journal of Masonry Research and Innovation (2056-9459) 1 (2016), 4; 351-374

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

Ključne riječi
Block stack overturning ; non-smooth contact dynamics ; rocking motion ; multiple block stacks ; dynamic sensitivity ; scaling effect ; double pulse base excitation ; simulation

Sažetak
Both experimental and computational dynamic sensitivity study of multiple-block stacks subjected to a double pulse base excitation are examined. Series of test experiments was conducted at the Oxford Impact Engineering Laboratory on a bespoke platform for a controlled double (initial and reverse) pulse base excitation history. For the computational simulations and validation, the base of the block stack was subjected to a constant acceleration of a finite duration until the desired peak-base velocity, corresponding to the measured experimental values, was achieved. Different overturning modes (forward, backward, global and partial) in both simulations and experiments were characterised as a function of the peak initial base velocity and the timing of the reverse impulse, controlled by the stop gap distance between the base and the stopper. The influence of the block sample scales has also been examined. The conducted set of validation benchmarks is believed to be valuable for researchers, code developers, safety case engineers and industry regulators.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti



POVEZANOST RADA


Projekt / tema
HRZZ-IP-2013-11-1631 - Aproksimacija ovisna o konfiguraciji u nelinearnoj analizi konstrukcija metodom konačnih elemenata (Gordan Jelenić, )

Ustanove
Građevinski fakultet, Rijeka

Autor s matičnim brojem:
Nenad Bićanić, (3512)
Nina Čeh, (348442)

Citati