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...
Main Authors: | , , , |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2016-02-01
|
Series: | Materials |
Subjects: | |
Online Access: | http://www.mdpi.com/1996-1944/9/2/108 |
id |
doaj-d9cc3523682749b386d468695e594d03 |
---|---|
record_format |
Article |
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 |
work_keys_str_mv |
AT kunlin inplanebehaviourofareinforcementconcreteframewithadrystackmasonrypanel AT yurizarevichtotoev inplanebehaviourofareinforcementconcreteframewithadrystackmasonrypanel AT hongjunliu inplanebehaviourofareinforcementconcreteframewithadrystackmasonrypanel AT tianyouguo inplanebehaviourofareinforcementconcreteframewithadrystackmasonrypanel |
_version_ |
1725655827542441984 |