Cite
The non-linear analysis of frames composed of semi-rigidly connected members with rigid end sections considering shear deformations
MLA
Görgün, Halil, et al. The Non-Linear Analysis of Frames Composed of Semi-Rigidly Connected Members with Rigid End Sections Considering Shear Deformations. Jan. 2012. EBSCOhost, widgets.ebscohost.com/prod/customlink/proxify/proxify.php?count=1&encode=0&proxy=&find_1=&replace_1=&target=https://search.ebscohost.com/login.aspx?direct=true&site=eds-live&scope=site&db=edsair&AN=edsair.od......3346..43ad7ef2ba36834b658f7edd04d4b99f&authtype=sso&custid=ns315887.
APA
Görgün, H., Çeli̇k, A., & Kaymak, S. (2012). The non-linear analysis of frames composed of semi-rigidly connected members with rigid end sections considering shear deformations.
Chicago
Görgün, Halil, Asım Çeli̇k, and Sercan Kaymak. 2012. “The Non-Linear Analysis of Frames Composed of Semi-Rigidly Connected Members with Rigid End Sections Considering Shear Deformations,” January. http://widgets.ebscohost.com/prod/customlink/proxify/proxify.php?count=1&encode=0&proxy=&find_1=&replace_1=&target=https://search.ebscohost.com/login.aspx?direct=true&site=eds-live&scope=site&db=edsair&AN=edsair.od......3346..43ad7ef2ba36834b658f7edd04d4b99f&authtype=sso&custid=ns315887.