Pregled bibliografske jedinice broj: 431255
Long Structures on Infinite Soil under Moving Loading
Long Structures on Infinite Soil under Moving Loading // 6th ICCSM Book of Abstracts / Smojver, I. ; Sorić, J. (ur.).
Zagreb: Hrvatsko društvo za mehaniku (HDM), 2009. str. 90-90 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 431255 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Long Structures on Infinite Soil under Moving Loading
Autori
Torić, Neira ; Kožar, Ivica
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
6th ICCSM Book of Abstracts
/ Smojver, I. ; Sorić, J. - Zagreb : Hrvatsko društvo za mehaniku (HDM), 2009, 90-90
ISBN
978-953-7539-10-8
Skup
6th ICCSM, International Congress of Croatian Society of Mechanics
Mjesto i datum
Dubrovnik, Hrvatska, 30.09.2009. - 02.10.2009
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
dynamic analysis; long structure; moving load; finite strip element; endless beam; Pasternak soil
Sažetak
Usual engineering practice in analysis of structures supported by the ground and under the influence of a moving loading is to use Winkler model neglecting the fact that it does not allow propagation of transversal waves but through the structure. This paper describes models developed for dynamic analysis of long structures subjected to the moving load and lying on the ground having endless boundary conditions (no reflection of transversal waves). Ground has been modeled as Pasternak foundation that takes the shear stiffness into account. The models allow propagation of the transversal waves also through the ground with the advantage that the same model is applicable in both static and dynamic analysis. Structural modeling adopts two approaches : i) beam model based on quarter point beam elements, supported by the Pasternak ground model, ii) finite strip model with equal boundary conditions. Moving loading is described as moving force or moving mass enabling the comparison between them. The later one requires more effort and the newly developed Impulse Acceleration Method has been adopted [1]. Several numerical examples enable insight into quality of the results obtained and provide comparison between the various assumptions.
Izvorni jezik
Engleski
Znanstvena područja
Temeljne tehničke znanosti
POVEZANOST RADA
Projekti:
114-0982562-1460 - Fleksibilne duge konstrukcije: nelinearno modeliranje s vizualizacijom (Kožar, Ivica, MZOS ) ( CroRIS)
Ustanove:
Građevinski fakultet, Rijeka