Detailed and simplified non-linear models for timber-framed masonry structures
نویسندگان
چکیده
منابع مشابه
Numerical Modelling of Timber Braced Frame Masonry Structures (Dhajji Dewari)
This paper presents numerical modeling technique for Dhajji-Dewari structures (timber-braced rubble stone masonry), and its application for the evaluation of in-plane force-deformation capacity of Dhajji wall panels of different configuration of bracings. Dhajji structures are mainly composed of vertical and horizontal timber posts and braced using diagonal bracings and horizontal studs. Wall o...
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Non-linear static analyses are the most effective way to predict force-displacement curves of masonry structures, due to the complex non linear behaviour of masonry panels which makes inadequate any kind of linear static analyses. Nevertheless, the choice of the appropriate model to use is a matter of paramount importance, as many aspects must be taken into account in order to reach a good appr...
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Cathodic protection (CP) has been successfully employed to protect steel-framed masonry buildings from corrosion related damage. When a CP system is installed to protect the structural members, other metallic items which are within the fabric of the structure but are not in direct electrical continuity may suffer from stray current interactions, resulting in accelerated corrosion of the discont...
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ژورنال
عنوان ژورنال: Journal of Cultural Heritage
سال: 2012
ISSN: 1296-2074
DOI: 10.1016/j.culher.2011.05.009