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©2012 Civil-Comp Ltd |
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A. Morais and S. Sazedj
Department of Technology and Management of Construction, Faculty of Architecture, Technical University of Lisbon, Portugal
Keywords: pre-stressed cable, masonry, reinforced masonry, arch failure, buttress, flying buttress.
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This paper concerns the use of pre-stressed cables for the strengthening of masonry structures. This technique can be used, for example, for the renewal and recovery of historic buildings. It is partially reversible, introduces minimal changes in the characteristics of the structural system and in the visible form of the building. Therefore, it is a practical and economical solution compared with the traditional strengthening methods. Up to this date, the research in this field has mainly focused on the behaviour of components and only a few results on the effectiveness of post-tensioning in the process of strengthening of structures have been published. This paper reviews the results of extensive parametric research, completed in order to study the effectiveness of the mentioned technique, and a number of numerical simulations. This technique was applied on the historic building, "Iglesia da Santa Maria da Sar", a church of masonry construction dating from the twelfth century. This case study enabled the gathering of data, the verification and interpretation of the test results and finally the analysis of the effectiveness of the technique. One of the results of this positive test is the development of a mechanical model combined with a program based on the finite element method for numerically studying the behaviour of the horizontal joint between the bricks of masonry. The possibility of numerical analyses has considerable advantages since it permits a more realistic simulation of the phenomenology involved in the actual behaviour of the masonry with joints filled or not with mortar. Another feature of the developed model relates to the treatment of the seismic action, configured to perform in the program a step-by-step integration of seismic excitations. Furthermore, this paper presents a methodology of actions enabling restoration of this type of building. The application of the appropriate structural reinforcement does not change the original form of the building. The tested strengthening solutions consist of inserting reinforcing pre-stressed steel elements within the masonry. The pre-stressed elements cause compressive forces in the masonry wall that consequently lead to the so-called "verticalisation" of load in the wall, thus reducing the magnitude of the horizontal load that destabilises the masonry wall. The methodology treats the effectiveness of the pre-stressing or post tensioning which depends on the location of the cables, the material and the geometry of the structure.
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