Seismic Behavior of Welded Precast Panel Connections

dc.contributor.author	Solak, Adem
dc.contributor.author	Tama, Yavuz Selim
dc.contributor.author	Yılmaz, Salih
dc.contributor.author	Kaplan, Hasan
dc.date.accessioned	2015-12-07T11:27:54Z
dc.date.available	2015-12-07T11:27:54Z
dc.date.issued	2013-05-23
dc.identifier.uri	http://dspace.epoka.edu.al/handle/1/1203
dc.description.abstract	The behavior of connection between precast panels is important as it controls the failure mode of the shear wall. Therefore, it is aimed to test the behavior of different type of precast panel connections in this study. One monolithic reference model and two precast panel models having different horizontal connection details were produced. The behavior of connections was tested under reversed-cyclic lateral loads. It was concluded that welded connections can be designed in high and normal ductility levels.	en_US
dc.language.iso	en	en_US
dc.publisher	International Balkans Conferance on Challenges of Civil Engineering	en_US
dc.subject	Seismic Strengthening, External Shear Wall, Precast Panel Connection	en_US
dc.title	Seismic Behavior of Welded Precast Panel Connections	en_US
dc.type	Article	en_US

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BCCCE 2013
2nd International Balkans Conference on Challenges of Civil Engineering