2010
DOI: 10.4028/www.scientific.net/amr.163-167.3899
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Abstract: A new masonry system has been developed to improve the seismic behaviour of RC frame with masonry panels. In this system dry-stack masonry panels are built with masonry units capable of sliding in-plane of a panel. These masonry panels have reduced in-plane stiffness but increased frictional energy dissipation capacity compared with the traditional masonry panels. Under seismic or wind loads these panels do not detrimentally interfere with natural RC frame response but rather positively contribute to it mainly… Show more

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Cited by 9 publications
(5 citation statements)
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“…With reference to the principles of this last typology, the masonry section research group of the University of Pavia, involved in the European FP7 research project "INSYSME" [12], and of the University of Newcastle (Australia) have developed and implemented two different innovative pliable masonry infill systems: one mortar-less made of specially shaped masonry units capable of sliding on all bed-joints (Lin et al [13]); another with an infill masonry panel subdivided into several horizontal sub-panels using specially engineered sliding joints (Morandi et al [14]). Other different solutions with "weak plane" joints have also been recently developed within the "INSYSME" project by other researchers (e.g., Verlato et al [15] and Vintzileou et al [16]) or in other studies (e.g., Mohammadi et al [17], and Preti et al [18], [19]).…”
Section: Literature Review Of Innovative Infill Solutionsmentioning
confidence: 99%
See 1 more Smart Citation
“…With reference to the principles of this last typology, the masonry section research group of the University of Pavia, involved in the European FP7 research project "INSYSME" [12], and of the University of Newcastle (Australia) have developed and implemented two different innovative pliable masonry infill systems: one mortar-less made of specially shaped masonry units capable of sliding on all bed-joints (Lin et al [13]); another with an infill masonry panel subdivided into several horizontal sub-panels using specially engineered sliding joints (Morandi et al [14]). Other different solutions with "weak plane" joints have also been recently developed within the "INSYSME" project by other researchers (e.g., Verlato et al [15] and Vintzileou et al [16]) or in other studies (e.g., Mohammadi et al [17], and Preti et al [18], [19]).…”
Section: Literature Review Of Innovative Infill Solutionsmentioning
confidence: 99%
“…Two types of SIM units have been developed: with topological and mechanical semi-interlocking as shown in Figure 3b and 3d. Topological SIM units use the shape of the unit's bed joint surfaces to allow the in-plane movement between units, while the mechanical SIM uses a series of slots and sockets for the same purpose (Lin et al, [13]). Forghani et al [25] investigated the water penetration characteristics and thermal insulation properties of both mechanical and topological SIM panels and identified two types of joint fillers between SIM units, namely linseed oil-based putty and rubber foam tape (1.6mm thick and 12mm wide) which are suitable for the purpose.…”
Section: Semi-interlocking Masonry (University Of Newcastle)mentioning
confidence: 99%
“…The second approach is represented by the search for a construction detail which is able to reduce the detrimental interaction of infill with the RC structure [32][33][34][35]. For instance, the insertion of sliding elements (e.g.…”
Section: Introductionmentioning
confidence: 99%
“…2010905681, 2010) was first introduced in print in 2011 (Lin et al 2011). Various elements of it are not new.…”
Section: Structural Application Of Sim As Infill Panelsmentioning
confidence: 99%