2020
DOI: 10.1088/1757-899x/936/1/012039
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Hysteresis Behaviour of Precast Shear Wall – Slab Connection under Reverse Cyclic Loading

Abstract: An experimental study focused on precast shear wall-slab joint failure is presented in this paper. For the precast specimen, the shear wall and slab are precast members and were connected with cast-in situ concrete using dowel bars. The specimen was tested under reverse cyclic loading and the structural behaviour of the connection was evaluated. The parameters considered are cracking pattern, hysteresis behaviour, energy dissipation and ductility. This study also aimed to develop 3-D finite element (FE) model … Show more

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Cited by 2 publications
(2 citation statements)
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“…Using scaled-down models that were one-third the size of the actual connection. According to the study, the precast specimen's ductility factor and cumulative ED were higher than those of the monolithic specimen by 128.95% and 74.34%, respectively [2,3]. The importance of connecting zones in structural systems, particularly in buildings situated in seismic zones, was emphasized by Bannan in his research.…”
Section: Introductionmentioning
confidence: 96%
“…Using scaled-down models that were one-third the size of the actual connection. According to the study, the precast specimen's ductility factor and cumulative ED were higher than those of the monolithic specimen by 128.95% and 74.34%, respectively [2,3]. The importance of connecting zones in structural systems, particularly in buildings situated in seismic zones, was emphasized by Bannan in his research.…”
Section: Introductionmentioning
confidence: 96%
“…Number of research has been focused on this connection to improve its flexural strength, shear strength, and ductility by providing a variety of wet and dry connections [4,5]. e behaviour of precast shear wall and slab connection has been studied using in situ concrete and dowel bars [6], and the precast connection showed superior behaviour concerning ultimate load and ductility compared with monolithic connection [7]. In high seismic regions, the lateral load acting on the structure due to earthquake or wind would damage the entire structure if not properly designed.…”
Section: Introductionmentioning
confidence: 99%