3Nakashima M,Roeder C W,Maruoka Y.Steel moment frames for earthquake in United States and Japan[J].Journal of Structural Engineering,ASCE,2000,126(8):861-868.
4Tsai Keh-Chyuan,Popov E P.Cyclic behavior of end-plate moment connections[J].Journal of Structural Engineering,ASCE,1990,116(11):2917-2930.
5André Plumier.Behavior of connections[J].Journal of Constructional Steel Research,1994,29(1-3):95-119.
6Astaneh-Als A,Ho I.Behavior and design of angle connections subjected to cyclic axial force and shear[A].Proceedings of the Symposium on Structural Engineering in Natural Hazards Mitigation[C].ASCE,New York,1993:1232-1235.
7Astaneh-Als A,Nader M N,Lincoln M.Cyclic behavior of double angle connections[J].Journal of Structural Engineering,ASCE,1989,115(5):1101-1118.
8Astanesh-Als A,Nader M N.Seismic behavior and design of semi-rigid structures[A].Proceedings of 1st International Workshop and Seminar on Behavior of Steel Structures in Seismic Areas (STESSA'94)[C].Elsevier,London,England,1994.
9Elnashai A S,Eldhazouli A Y.Seismic behavior of semi-rigid steel frames[J].Journal of Constructional Steel Research,1994,29(1-3):149-174.
10Elnashai A S,Eldhazouli A Y,Denesh-Ashtiani F A.Response of semi-rigid steel frames to cyclic and earthquake loads[J].Journal of Structural Engineering,ASCE,1998,124(8):857-867.