The paper presents the structural analysis performed for the reconstruction design of the Old Bridge (Stari Most) of Mostar, in Bosnia Herzegovina. The bridge survived for more than 400 years, from 1566 till 1993, when it was destroyed by shelling, during the conflict between the Muslims of Bosnia and the Croats. The design was developed in 2000 and 2001 under the supervision of an International Commission of Experts. In the paper brief historical notices and information about topographic and geotechnical surveys and material tests are first given, then results of numerical analyses are presented. The main aim of the structural analysis was the assessment of the load bearing capacity of the bridge for all load cases prescribed by present European Recommendations. Numerical analyses allowed to put into evidence the excellent structural performance of the bridge. The first stone of the bridge was laid on June 27, 2002.

Structural analysis for the reconstruction design of the old bridge of Mostar / M. Orlando; P. Spinelli; A. Vignoli. - STAMPA. - -:(2003), pp. 617-626. (Intervento presentato al convegno 8th International Conference on Structural Studies, Repairs and Maintenance of Heritage Architecture, STREMAH VIII tenutosi a Halkidiki, Grecia nel 7-9 Maggio 2003).

Structural analysis for the reconstruction design of the old bridge of Mostar

ORLANDO, MAURIZIO;SPINELLI, PAOLO;VIGNOLI, ANDREA
2003

Abstract

The paper presents the structural analysis performed for the reconstruction design of the Old Bridge (Stari Most) of Mostar, in Bosnia Herzegovina. The bridge survived for more than 400 years, from 1566 till 1993, when it was destroyed by shelling, during the conflict between the Muslims of Bosnia and the Croats. The design was developed in 2000 and 2001 under the supervision of an International Commission of Experts. In the paper brief historical notices and information about topographic and geotechnical surveys and material tests are first given, then results of numerical analyses are presented. The main aim of the structural analysis was the assessment of the load bearing capacity of the bridge for all load cases prescribed by present European Recommendations. Numerical analyses allowed to put into evidence the excellent structural performance of the bridge. The first stone of the bridge was laid on June 27, 2002.
2003
STREMAH VIII
8th International Conference on Structural Studies, Repairs and Maintenance of Heritage Architecture, STREMAH VIII
Halkidiki, Grecia
7-9 Maggio 2003
M. Orlando; P. Spinelli; A. Vignoli
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Utilizza questo identificatore per citare o creare un link a questa risorsa: https://hdl.handle.net/2158/6663
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