Pregled bibliografske jedinice broj: 164525
Hysteretic Energy Spectrum of Regular Structures
Hysteretic Energy Spectrum of Regular Structures // Proceedings of the International Symposium "Durability and Maintenance of Concrete Structures", Dubrovnik, Croatia, October 21-23, 2004. / Radić, Jure (ur.).
Zagreb: Croatian Society of Structural Engineers and Austrian Society for Concrete and Construction Technology, 2004. str. 163-170 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
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Naslov
Hysteretic Energy Spectrum of Regular Structures
Autori
Morić, Dragan ; Hadzima, Marijana
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Proceedings of the International Symposium "Durability and Maintenance of Concrete Structures", Dubrovnik, Croatia, October 21-23, 2004.
/ Radić, Jure - Zagreb : Croatian Society of Structural Engineers and Austrian Society for Concrete and Construction Technology, 2004, 163-170
Skup
Durability and Maintenance of Concrete Structures
Mjesto i datum
Dubrovnik, Hrvatska, 21.10.2004. - 23.10.2004
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Earthquake; Absorption; Energy; Spectrum; Regular structures
Sažetak
Cumulative energy balance, during the earthquake action, defines the change of energies: potential, kinetic, dumping and hysteretic energy from the beginning to the end of earthquake action. Cumulative hysteretic energy at the end of earthquake time acting defines level of energy absorption done by structure. It presents the level of cumulative structural damage after the earthquake. Paper presents some results of, still active, project “ Seismic damage spectrum functions” . It is based on large number of non-linear structural response analysis to various earthquakes with different intensities and dominant frequencies as input load. In all of them structure were modelled as SDOF system. Results of provided analysis are structure response parameters: ductility, hysteretic energy and number of plastic excursions. All of them define post-elastic state of the structure. In this paper for the structures with constant dumping ratio 5% of critical and with varied parameters: basic periods from 0, 05 s to 5 s, yield strength define by base shear of 0, 1G, 0, 3G and 0, 6G and post-elastic stiffness defined as elastic-plastic (K2=0) and as two bilinear functions with post-elastic stiffness degradation of 40% and 60% (K2=0, 4Ke and K2=0, 6Ke). Input seismic load are time-histories of real earthquake with maximum ground accelerations near 0, 1g, 0, 2g and 0, 4g which present earthquake levels given by codes (VII, VIII and IX zones of intensities). Results are present by spectrum curves.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo