Pregled bibliografske jedinice broj: 260019
Real Earthquake Accelograms as Input for Seismic Analysis
Real Earthquake Accelograms as Input for Seismic Analysis // Proceedings of The Eighth International Conference on Computational Structures Technology / Topping, B.H.V. ; Montero, G. ; Montenegro, R. (ur.).
Las Palmas: Civil-Comp Press, 2006. str. 1-8 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
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Naslov
Real Earthquake Accelograms as Input for Seismic Analysis
Autori
Čizmar, Dean ; Radić, Jure ; Meštrović, Darko ; Nižić, Angela
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Proceedings of The Eighth International Conference on Computational Structures Technology
/ Topping, B.H.V. ; Montero, G. ; Montenegro, R. - Las Palmas : Civil-Comp Press, 2006, 1-8
ISBN
978-1-905088-07-2
Skup
The Eighth International Conference on Computational Structures Technology
Mjesto i datum
Las Palmas de Gran Canaria, Španjolska, 12.09.2006. - 15.09.2006
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
earthquake; spectra; real accelogram.
Sažetak
The earthquake ground shaking is usually presented in the form of a response spectrum of acceleration or displacement. The spectrum used as input to equivalent lateral force or spectral modal methods of analysis is usually obtained by scaling an elastic spectrum by factors that account for, amongst other phenomena, the influence of inelastic structural response. However there are problems in which the simulation of structural response using a scaled elastic response spectrum is not considered appropriate, and full dynamic analysis is required (buildings designed for a high degree of ductility ; structures with configuration in plan or elevation that is highly irregular ; structures for which higher modes are likely to be excited ; critical structures, the failure of which would cause unacceptable harm or disruption – dams, nuclear Paper 244 Real Earthquake Accelograms as Input for Seismic Analysis D. Cizmar† , J. Radic† , D. Mestrovic† and A. Nizic‡ † Department for structures University of Zagreb, Croatia ‡ Lehrstul für Massivbau Technical University of Munich, Germany © Civil-Comp Press, 2006. Proceedings of the Eighth International Conference on Computational Structures Technology, B.H.V. Topping, G. Montero and R. Montenegro, (Editors), Civil-Comp Press, Stirlingshire, Scotland. 2 power plants etc). On the other hand there is open question if scaled elastic response spectrum are sufficient for regular buildings because as earthquake databases are being updated the spectra curves are subject to change as well.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo