Građevinar, Vol. 64 No. 08., 2012.
Stručni rad
https://doi.org/10.14256/JCE.715.2012
Static and dynamic analysis of the old stone bridge in Mostar
Jure Radnić
; Sveučilište u Splitu, Fakultet građevinarstva, arhitekture i geodezije
Alen Harapin
; Sveučilište u Splitu, Fakultet građevinarstva, arhitekture i geodezije
Marija Smilović
; Sveučilište u Splitu, Fakultet građevinarstva, arhitekture i geodezije
Nikola Grgić
; Sveučilište u Splitu, Fakultet građevinarstva, arhitekture i geodezije
Mladen Glibić
; Sveučilište u Mostaru, Građevinski fakultet
Sažetak
The static and dynamic analysis results for the arch stone bridge in Mostar are presented. The analysis is based on the numerical model previously developed by the author for static and dynamic analysis of various types of masonry structures. Two bridge geometry models, with micro and macro modelling of masonry, are considered. The influence of vertical load, temperature change, and real earthquake action, is analyzed. The design deflections and crack zones in arch correspond well to the real life situation, which confirms reliability of the numerical model used. It is emphasized in the paper that the damage to the renovated stone arch should be remedied as soon as practicable.
Ključne riječi
old stone bridge in Mostar; renovation; damage; static and dynamic analysis; repair
Hrčak ID:
86397
URI
Datum izdavanja:
14.9.2012.
Posjeta: 4.220 *