Dynamic Soil - Structure Interaction of Frame Structures with Spectral Elements. Part II (CROSBI ID 533577)
Prilog sa skupa u zborniku | izvorni znanstveni rad | međunarodna recenzija
Podaci o odgovornosti
Penava, Davorin ; Bajrami, Nexhat ; Schmid, Günther ; Petronijevic, Mira ; Aleksovski, Grozde ; Sigmund, Vladimir
engleski
Dynamic Soil - Structure Interaction of Frame Structures with Spectral Elements. Part II
The dynamic response of a single cantilever beam and a tower-like structure modeled with spectral elements is investigated. A beam is subjected to a harmonic point load at the top of the structure while a harmonic free field Rayleigh wave is selected as excitation of the tower-like structure. The influence of shear deformation, soil-structure interaction and foundation mass as a function of the excitation frequency on deformation and damping are shown.
Soil-Structure Interaction; Spectral Element; Timoshenko Beam; Dynamic Stiffness
Dio istraživanja u sklopu magistarskog rada pod naslovom Vibration Analysis of Frame Structures Using Spectral Element Method.
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Podaci o prilogu
109-114.
2008.
objavljeno
Podaci o matičnoj publikaciji
Zbornik radova 2. internacionalnog naučno-stručnog skupa Građevinarstvo - nauka i praksa (GNP 2008)
Rutešić, Snežana
Podgorica: Građevinski fakultet Univerziteta Crne Gore
978-86-82707-14-1
Podaci o skupu
Internacionalni naučni-stručni skup Građevinarstvo - nauka i praksa GNP 2008
predavanje
03.03.2008-07.03.2008
Žabljak, Crna Gora
