Axial force–bending moment interaction in a jointing system part I: (Experimental study)
暂无分享,去创建一个
[1] Alfonsas Daniūnas,et al. Behaviour of semi-rigid steel beam-to-beam joints under bending and axial forces , 2006 .
[2] Mohammad Reza Chenaghlou,et al. Proposed Mathematical Model for Semi-Rigid Joint Behaviour (M-θ) in Space Structures , 2014 .
[3] Mohammad Reza Davoodi,et al. Determination of nonlinear behavior of a ball joint system by model updating , 2012 .
[4] Somsak Swaddiwudhipong,et al. Development and Experimental Investigation of a Space Frame Connector , 1994 .
[5] Shizhao Shen,et al. Experimental study of semi-rigid joint systems subjected to bending with and without axial force , 2012 .
[6] Alfonsas Daniūnas,et al. Analysis of the steel frames with the semi-rigid beam-to-beam and beam-to-column knee joints under bending and axial forces , 2008 .
[7] Seishi Yamada,et al. Experimental study on the ultimate strength of single-layer reticular domes. , 1993 .
[8] P.C.G. da S. Vellasco,et al. Experimental evaluation of extended endplate beam-to-column joints subjected to bending and axial force , 2004 .
[9] S. L. Lee,et al. Development and Testing of a Universal Space Frame Connector , 1990 .
[10] Mohammad Reza Chenaghlou. Semi-rigidity of connections in space structures , 1997 .
[11] Shiro Kato,et al. Design procedure for large single-layer latticed domes. , 1993 .
[12] Luiz Fernando Martha,et al. Generalised component-based model for beam-to-column connections including axial versus moment interaction , 2009 .