5Moore D B,Nethercot D A,Kirby P A.Testing steel frames at full-scale[J].The Structural Engineer,1993,71 (23/24):418-427
6Kameshki E S,Saka M P.Genetic algorithm based optimum design of nonlinear planar steel frames with various semirigid connections[J].Journal of Constructional Steel Research,2003,59 (1):109-134
7CEN.Euroeode 3:Design of steel structures.Part 1.1:General rules and rules for buildings[S].ENV 1993-1-1.Brussels:CEN.1992
8AISC 99,Load and Resistance Factor Design Specification for Structural Steel Building[S].3rd.ed.AISC,Chicago,IL,1999.9
9Liew J Y R,Teo T H,Shanmugam N E,et al.Testing of steel-concrete composite connections and appraisal of results[J].Journal of Constructional Steel Research,2000,56:117-150
10Kishi N,Chen W F.Moment-rotation relations of semi-rigid connections with angles[J].J.Struct.Engrg.,ASCE,1990,116(7):1813-1834
