Analysis of the collapse mechanisms in uncracked arches: The role of friction forces and stereotomy in masonry
- 1 December 2013
- journal article
- Published by Elsevier in Engineering Failure Analysis
- Vol. 35, 326-333
- https://doi.org/10.1016/j.engfailanal.2013.02.021
Abstract
No abstract availableThis publication has 10 references indexed in Scilit:
- Upper Bound limit analysis model for FRP-reinforced masonry curved structures. Part I: Unreinforced masonry failure surfacesComputers & Structures, 2009
- Upper bound limit analysis model for FRP–reinforced masonry curved structures. Part II: Structural analysesComputers & Structures, 2009
- The hole drilling technique for on site deduction of the stresses states in stone masonry by using eight strain gagesConstruction and Building Materials, 2009
- On-Site Stress Measurement on the Piers of the Saint Jacobs Church in Leuven, BelgiumInternational Journal of Architectural Heritage, 2009
- Limit analysis of masonry vaults by means of curved shell finite elements and homogenizationInternational Journal of Solids and Structures, 2008
- Stress analysis of the piers of the Tarazona Cathedral (Zaragoza – Spain) by means of the hole-drilling techniqueConstruction and Building Materials, 2008
- 3D upper bound limit analysis of multi-leaf masonry wallsInternational Journal of Mechanical Sciences, 2008
- Stresses analysis at the Altes Museum of Berlin by means of the Hole-Drilling technique (Donostia Method)Construction and Building Materials, 2007
- Structural AnalysisPublished by Cambridge University Press (CUP) ,1998
- POLENI'S PROBLEM.Proceedings of the Institution of Civil Engineers, 1988