Static and dynamic analysis of the old stone bridge in Mostar

Građevinar

article

Alen Harapin¹  Marija Smilović¹  Nikola Grgić¹  Mladen Glibić²  Jure Radnić¹ 

[1] University of Split Faculty of Civil Engineering, Architecture and Geodesy;University of Mostar Faculty of Civil Engineering

关键词: repair;    renovation;    damage;    old stone bridge in Mostar;    static and dynamic analysis;   

DOI  :  10.14256/JCE.715.2012

学科分类：社会科学、人文和艺术（综合）

来源: Hrvatsko Drustvo Gradevinskih Inzenjera

【 摘 要 】

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.

【 授权许可】

CC BY