In-Plane Behaviour of a Reinforcement Concrete Frame with a Dry Stack Masonry Panel

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...

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Main Authors: Kun Lin, Yuri Zarevich Totoev, Hongjun Liu, Tianyou Guo
Format: Article
Language:English
Published: MDPI AG 2016-02-01
Series:Materials
Subjects:
Online Access:http://www.mdpi.com/1996-1944/9/2/108
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spelling doaj-d9cc3523682749b386d468695e594d032020-11-24T22:55:55ZengMDPI AGMaterials1996-19442016-02-019210810.3390/ma9020108ma9020108In-Plane Behaviour of a Reinforcement Concrete Frame with a Dry Stack Masonry PanelKun Lin0Yuri Zarevich Totoev1Hongjun Liu2Tianyou Guo3Shenzhen Engineering Lab for Wind Environment and Technology, Shenzhen Key Lab of Urban & Civil Engineering Disaster Prevention & Reduction, Shenzhen Graduate School, Harbin Institute of Technology, Shenzhen 518055, ChinaCentre for Infrastructure Performance and Reliability, The University of Newcastle, University Drive, Callaghan NSW 2308, AustraliaShenzhen Engineering Lab for Wind Environment and Technology, Shenzhen Key Lab of Urban & Civil Engineering Disaster Prevention & Reduction, Shenzhen Graduate School, Harbin Institute of Technology, Shenzhen 518055, ChinaShenzhen Engineering Lab for Wind Environment and Technology, Shenzhen Key Lab of Urban & Civil Engineering Disaster Prevention & Reduction, Shenzhen Graduate School, Harbin Institute of Technology, Shenzhen 518055, ChinaIn 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 different infill panels. The failure modes, damage evolution, hysteretic behaviour, stiffness degradation and energy dissipation were compared and analysed. We concluded that DSP is capable of significantly improving the seismic energy dissipation due to its hysteretic behaviour when the frame is in elastic stage without increasing the stiffness of the frame. Therefore, DSP or SIM panels can be considered as frictional dampers. Based on the experimental results, the influence of DSP was examined. Using the parallel model, the hysteretic loops of DSP subjected to different load cases were achieved. The typical full hysteretic loop for DSP could be divided into three distinct stages of behaviour: packing stage, constant friction stage and equivalent strut stage. The connection between the panel and the frame had a great effect on the transferring of different mechanical stages. The constant friction stage was verified to provide substantial energy dissipation and benefits to the ductility of the structure, which, therefore, is suggested to be prolonged in reality.http://www.mdpi.com/1996-1944/9/2/108infilled RC framedry stacked panelsemi-interlocking masonrycyclic testfailure modestiffnessenergy dissipationparallel modelmechanism
collection DOAJ
language English
format Article
sources DOAJ
author Kun Lin
Yuri Zarevich Totoev
Hongjun Liu
Tianyou Guo
spellingShingle Kun Lin
Yuri Zarevich Totoev
Hongjun Liu
Tianyou Guo
In-Plane Behaviour of a Reinforcement Concrete Frame with a Dry Stack Masonry Panel
Materials
infilled RC frame
dry stacked panel
semi-interlocking masonry
cyclic test
failure mode
stiffness
energy dissipation
parallel model
mechanism
author_facet Kun Lin
Yuri Zarevich Totoev
Hongjun Liu
Tianyou Guo
author_sort Kun Lin
title In-Plane Behaviour of a Reinforcement Concrete Frame with a Dry Stack Masonry Panel
title_short In-Plane Behaviour of a Reinforcement Concrete Frame with a Dry Stack Masonry Panel
title_full In-Plane Behaviour of a Reinforcement Concrete Frame with a Dry Stack Masonry Panel
title_fullStr In-Plane Behaviour of a Reinforcement Concrete Frame with a Dry Stack Masonry Panel
title_full_unstemmed In-Plane Behaviour of a Reinforcement Concrete Frame with a Dry Stack Masonry Panel
title_sort in-plane behaviour of a reinforcement concrete frame with a dry stack masonry panel
publisher MDPI AG
series Materials
issn 1996-1944
publishDate 2016-02-01
description 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 different infill panels. The failure modes, damage evolution, hysteretic behaviour, stiffness degradation and energy dissipation were compared and analysed. We concluded that DSP is capable of significantly improving the seismic energy dissipation due to its hysteretic behaviour when the frame is in elastic stage without increasing the stiffness of the frame. Therefore, DSP or SIM panels can be considered as frictional dampers. Based on the experimental results, the influence of DSP was examined. Using the parallel model, the hysteretic loops of DSP subjected to different load cases were achieved. The typical full hysteretic loop for DSP could be divided into three distinct stages of behaviour: packing stage, constant friction stage and equivalent strut stage. The connection between the panel and the frame had a great effect on the transferring of different mechanical stages. The constant friction stage was verified to provide substantial energy dissipation and benefits to the ductility of the structure, which, therefore, is suggested to be prolonged in reality.
topic infilled RC frame
dry stacked panel
semi-interlocking masonry
cyclic test
failure mode
stiffness
energy dissipation
parallel model
mechanism
url http://www.mdpi.com/1996-1944/9/2/108
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