Proposed Mathematical Model for Semi-Rigid Joint Behaviour (M-θ) in Space Structures
暂无分享,去创建一个
[1] A. Astaneh,et al. Demand and supply of ductility in steel shear connections , 1989 .
[2] S. L. Lee,et al. Development and Testing of a Universal Space Frame Connector , 1990 .
[3] Shiro Kato,et al. Design procedure for large single-layer latticed domes. , 1993 .
[4] H. L. Zhao,et al. A Study of the Behaviour of Joints , 1992 .
[5] O. Querin,et al. Review on the modelling of joint behaviour in steel frames , 2011 .
[6] F. A. Fathelbab. THE EFFECT OF JOINTS ON THE STABILITY OF SHALLOW SINGLE LAYER LATTICE DOMES , 2011 .
[7] Shizhao Shen,et al. Direct Estimation of Critical Load for Single-Layer Reticulated Domes with Semi-Rigid Joints , 2010 .
[8] Seishi Yamada,et al. Experimental study on the ultimate strength of single-layer reticular domes. , 1993 .
[9] Somsak Swaddiwudhipong,et al. Development and Experimental Investigation of a Space Frame Connector , 1994 .