2Kishi N, Hasan R. Study of Euro code 3 Steel Connection Classifi- cation [ J ]. Engineering Structure, 1997,19 (9) :772 - 779.
3Lipson, S. L. Single-angle and single-plate beam framing connec- tions [ M J. Proc, Canadian Structural Engineering Conference, 1968 : 141 - 162.
4Chen, W. F. , Kishi, N. Moment-rotation relation of top-and seat-an- gle connections[ M]. Struct. Engrg. Report No. CE-STR-87-4 ,School of Civ. Engrg., Purdue Univ. , West Lafayette, Ind, 1987.
5Chen, W. F. , Kishi, N. Semirigid steel beam-to-column connec- tions:Data base and modeling[ J]. J, Struct. Engrg. , ASCE, 1989, 115(1) :105 -119.
6Chen, W. F. , Lui, E. M. Columns with end restraint and bending in load and resistance factor design [ J ]. AISC Engrg. J. , 1989,22 (4) :105 - 132.
7Richard,R. M. ,et al. The analysis and design of single plate fram- ing connections[ J]. AISC Engrg. J. , 1980,17 (2) :38 - 52.
8N. Kishi, Wai-Fah Chen. Moment-rotation relations of semirigid connections with angles [ J ]. Journal of Structural Engineering, 1990,116(7).