crta
Hrvatska znanstvena Sekcija img
bibliografija
3 gif
 Home
 About the project
 FAQ
 Contact
4 gif
Browsing
Basic search
Advanced search
Statistical data
Other bibliographies
Similar projects
 Catalogues and databases

Bibliographic record number: 324803

Journal

Authors: Penava, Davorin; Bajrami, Nexhat; Schmid, Günther; Petronijevic, Mira; Aleksovski, Grozde; Sigmund, Vladimir
Title: Dynamic Soil - Structure Interaction of Frame Structures with Spectral Elements. Part II
Source: Zbornik radova 2. internacionalnog naučno-stručnog skupa Građevinarstvo - nauka i praksa (GNP 2008) / Rutešić, Snežana (ed). - Podgorica : Univerzitet Crne Gore, Građevinski fakultet , 2008. 109-114 (ISBN: 978-86-82707-14-1).
Part of a CC journal: NE
Meeting: Internacionalni naučni-stručni skup Građevinarstvo - nauka i praksa (2 ; 2008
Location and date: Žabljak, Crna Gora, 03-07.03.2008.
Keywords: Soil-structure interaction, spectral element, Timoshenko beam, dynamic stiffness
Abstract:
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.
Type of meeting: Predavanje
Type of presentation in a journal: Full paper
Type of peer-review: International peer-review
Project / theme: 149-1492966-1536
Original language: ENG
Category: Znanstveni
Research fields:
Civil engineering
Full paper text: 324803.Dynamic_soil-struture_interaction_of_frame_structures_using_spectral_elemetns_-_Part_II.pdf (tekst priložen 10. Mar. 2008. u 12:37 sati)
Printed media: da
Contrib. to CROSBI by: Davorin Penava (dpenava@gfos.hr), 10. Mar. 2008. u 12:37 sati
Remarks:
Dio istraživanja u sklopu magistarskog rada pod naslovom Vibration Analysis of Frame Structures Using Spectral Element Method.



Print version   za tiskati


upomoc
foot_4