2016
DOI: 10.3390/ma9020108
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Abstract: In order to improve the energy dissipation of the masonry infilled frame structure while decreasing the stiffening and strengthening effects of the infill panels, a new dry stacked panel (DSP) semi-interlocking masonry (SIM) infill panel has been developed. In this paper, the material properties of DSP and a traditional unreinforced masonry (URM) panel have been evaluated experimentally. A series of cyclic tests were performed to investigate the cyclic behaviour of the reinforcement concrete (RC) frame with di… Show more

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Cited by 22 publications
(4 citation statements)
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References 24 publications
(24 reference statements)
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“…Lin vd. [3] tarafından yapılan bir deneysel çalışmada görülmüştür ki, harçsız yığma dolgu duvar, çerçeve elastik aşamadayken, çerçevenin rijitliğini arttırmadan, çerçevenin enerji tüketimini arttırmaktadır. Bu sebeple Totoev [4] diğer çalışmasında harçsız yığma dolgu duvarı bir enerji sönümleme cihazı olarak modellemeyi ve Jacobsen yaklaşımını kullanarak çerçevenin dinamik analizi için yeni bir sönüm oranı hesaplamayı önermiştir.…”
Section: Introductionunclassified
“…Lin vd. [3] tarafından yapılan bir deneysel çalışmada görülmüştür ki, harçsız yığma dolgu duvar, çerçeve elastik aşamadayken, çerçevenin rijitliğini arttırmadan, çerçevenin enerji tüketimini arttırmaktadır. Bu sebeple Totoev [4] diğer çalışmasında harçsız yığma dolgu duvarı bir enerji sönümleme cihazı olarak modellemeyi ve Jacobsen yaklaşımını kullanarak çerçevenin dinamik analizi için yeni bir sönüm oranı hesaplamayı önermiştir.…”
Section: Introductionunclassified
“…Among all the proposed solutions, many of them aimed at reducing the negative infill-frame interaction by providing deformability to the stiff masonry infill. To this aim some authors [5,6] proposed a sort of isolation for the infill, by detaching it from the frame; others [7,8] suggested the adoption of dry joints instead of the mortar ones to activate relative movements between the blocks composing the masonry; others proposed the introduction of sliding [9][10][11][12] or deformable [13] joints within the masonry to partition the infill wall into sub-panels capable of activate a relative movement, thus following the frame deformation.…”
Section: Introductionmentioning
confidence: 99%
“…Two types of SIM units have been developed: topological and mechanical as shown in Figure 2. 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, 2016). Forghani et al (2016) investigated the water penetration characteristics and thermal insulation properties of both mechanical and topological SIM panels, and they identified two types of joint fillers between SIM units, namely linseed oil-based putty and rubber foam tape (1.6 mm thick and 12 mm wide) which are suitable for the purpose.…”
Section: Introductionmentioning
confidence: 99%