Seismic Improvement of Historical Masonry Structures
نویسندگان
چکیده
منابع مشابه
On the Structural Analysis and Seismic Protection of Historical Masonry Structures
In this paper, a general methodology for the seismic protection of historical structures and monuments is presented. The proposed methodology is applied to one historical and monumental structure, in Cyprus, within the frame of the European Project for the Conservation of Historical Mediterranean Sites by Innovative Seismic-Protection Techniques. According to the proposed method, the structure ...
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Masonry structures are complex systems that require detailed knowledge and information regarding their response under seismic excitations. Appropriate modelling of a masonry structure is a prerequisite for a reliable earthquake-resistant design and/or assessment. However, modelling a real structure with a robust quantitative (mathematical) representation is a very difficult, complex and computa...
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An accurate evaluation of the non-linear behavior of masonry structural elements in existing buildings still represents a complex issue that rigorously requires non-linear finite element strategies difficult to apply to real large structures. Nevertheless, for the static and seismic assessment of existing structures, involving the contribution of masonry materials, engineers need reliable and e...
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Unreinforced masonry (URM) structures are known to be rather vulnerable to seismic loading. Modern URM buildings with reinforced concrete (RC) slabs might, however, have an acceptable seismic performance for regions of low to moderate seismicity. In particular in countries of moderate seismicity it is often difficult to demonstrate the seismic safety of modern URM buildings by means of force-ba...
متن کاملseismic analysis of persian historical brick masonry minarets
according to high height and weak tensile strength of materials in minarets, it is necessary to study the structural behaviour of minarets under earthquake loading. therefore nine historical brick masonry minarets in isfahan have been modelled and analysed by applying the nonlinear finite element method for two cases: 1) the whole minaret, and 2) only the outer shell. results show that all mina...
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ژورنال
عنوان ژورنال: Civil Engineering Research Journal
سال: 2017
ISSN: 2575-8950
DOI: 10.19080/cerj.2017.01.555551