DSpace Repository

Experimental study on behavior of anchored external shear wall panel connections

Show simple item record

dc.contributor.author Solak, Adem.
dc.contributor.author Tama, Yavuz Selim.
dc.contributor.author Yılmaz, Salih.
dc.contributor.author Kaplan, H.
dc.date.accessioned 2019-08-16T13:09:19Z
dc.date.available 2019-08-16T13:09:19Z
dc.date.issued 2015
dc.identifier.issn 1570-761X
dc.identifier.uri https://hdl.handle.net/11499/10012
dc.identifier.uri https://doi.org/10.1007/s10518-015-9748-8
dc.description.abstract Strengthening of the structures with external shear walls recently has become an attractive alternative compared to conventional strengthening methods. These external shear walls can be erected either cast-in-place or by pre-casting. However, cast-in-place construction is difficult and time consuming especially in multistory buildings. On the other hand, a single precast panel is too heavy for transportation and assembly. These difficulties might be overcome by producing precast panels as multi-piece panels. However, in that case, behavior of connections between panels will be important as it could control the failure mode of the shear wall. For this reason, this study is aimed at testing the behavior of different types of precast panel connections. Within this study, one monolithic reference model and two precast panel models having anchored connection details were produced. The behavior of connections was tested under reversed-cyclic lateral loads. The results showed that ductility of the models with connections are significantly lower than monolithic specimen. Although, each panel has good RC detailing with proper confinement and concrete quality, connections are the governing elements that control the behavior. Cracking was only observed at the connection, and there were no proper plastic hinge formations at the panels. Therefore, it was concluded that anchored connections cannot be designed for high ductility levels. Some suggestions are made regarding the area of use of anchored connections in precast panels. © 2015, Springer Science+Business Media Dordrecht. en_US
dc.language.iso en en_US
dc.publisher Kluwer Academic Publishers en_US
dc.relation.ispartof Bulletin of Earthquake Engineering en_US
dc.rights info:eu-repo/semantics/closedAccess en_US
dc.subject Anchored connection en_US
dc.subject External shear wall en_US
dc.subject Precast panel connection en_US
dc.subject Seismic strengthening en_US
dc.subject Ductility en_US
dc.subject Quality control en_US
dc.subject Shear walls en_US
dc.subject Tall buildings en_US
dc.subject Cast-in-place construction en_US
dc.subject Cyclic lateral loads en_US
dc.subject Multistory building en_US
dc.subject Precast panel connections en_US
dc.subject Strengthening methods en_US
dc.subject Walls (structural partitions) en_US
dc.subject anchor en_US
dc.subject concrete en_US
dc.subject cracking en_US
dc.subject cyclic loading en_US
dc.subject ductility en_US
dc.subject experimental study en_US
dc.subject model test en_US
dc.subject multistorey building en_US
dc.subject seismic design en_US
dc.subject shear strength en_US
dc.subject wall en_US
dc.title Experimental study on behavior of anchored external shear wall panel connections en_US
dc.type Article en_US
dc.identifier.volume 13 en_US
dc.identifier.issue 10 en_US
dc.identifier.startpage 3065
dc.identifier.startpage 3065 en_US
dc.identifier.endpage 3081 en_US
dc.identifier.doi 10.1007/s10518-015-9748-8
dc.relation.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
dc.identifier.scopus 2-s2.0-84941424853 en_US
dc.identifier.wos WOS:000361000000011 en_US


Files in this item

Files Size Format View

There are no files associated with this item.

This item appears in the following Collection(s)

Show simple item record