Građevinar, Vol. 67 No. 10., 2015.
Pregledni rad
https://doi.org/10.14256/JCE.1383.2015
Numerical model for analysis of stress-ribbon bridges
Jure Radnić
Domagoj Matešan
Domagoj Buklijaš-Kobojević
Sažetak
A newly developed numerical model for the analysis of stress-ribbon bridges under the short-term (static and dynamic) and long-term loads and actions is presented in the paper. The model can simulate main nonlinear effects of the behaviour of these structures, including nonlinear behaviour of materials, change in the structure geometry, phased construction, prestressing, etc. Basic solutions for the stress-ribbon bridge over the Cetina River near Zadvarje, and some results of its calculation using the developed numerical model, are presented.
Ključne riječi
stress-ribbon bridge; numerical model; static analysis; dynamic analysis; analysis for long-term loading and actions
Hrčak ID:
148193
URI
Datum izdavanja:
11.11.2015.
Posjeta: 3.684 *