.Kishi N, Chen W F. Moment-Rotat ion Relations of Semi-Rigid Connections withAngles[J]. Journal of Structural Engineering, ASCE, 1990, 116(7): 1813-1834.
[4]
. Calado L, De Matteis G, Landolf. o. Cyclic Behavior of Steel Beam-to-Column Connections: lnterpretai Siahilily Acrd Ductility of Steel Structures [C]//Proc. of Experimental Results, 6th International Colloquium. SDSS. 99 Timisoara (Romania). Elsevier: 1999: 211-220.
[5]
.ECCS. Seismic Design. Recommended Testing Procedure for Assessing the Behavior of Structural Steel Elements Under Cyclic Loads [R]. Tech. Comm. 1-Structural Safety and Loadings, TTVG L3-Rep. No. 45. 1986.