Preliminary communication
https://doi.org/10.32762/zr.26.1.8
The Influence of Multiple Support Seismic Excitation on Slender Long Structures
Paolo Fabijan
orcid.org/0009-0006-8440-218X
; University of Rijeka, Faculty of Civil Engineering
*
Nina Čeh
orcid.org/0000-0003-4903-9769
; University of Rijeka, Faculty of Civil Engineering
* Corresponding author.
Abstract
A beam model is experimentally subjected to multiple support seismic excitation and in parallel, a numerical model for simulation of this problem is developed. The goal is to better understand the behaviour of long slender structures subjected to multiple support excitation based on analyses of experimental results, and to validate the numerical model using experimental results. In this paper the effect of the number of added masses to the dynamic response and the beneficial (in this case) effect of the time delay of excitation between the supports to the displacements of the structure are presented.
Keywords
earthquake excitation; multiple support excitation; Newmark method; finite element method; slender long structure; numerical model; experimental tests
Hrčak ID:
310210
URI
Publication date:
29.11.2023.
Visits: 505 *