共 50 条
- [1] LOW-CYCLE FATIGUE BEHAVIOR OF SEMIRIGID TOP-AND-SEAT ANGLE CONNECTIONS ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION, 1994, 31 (03): : 111 - 122
- [2] Low-cycle variable amplitude fatigue modeling of top-and-seat angle connections Engineering Journal, 1995, 32 (02): : 54 - 62
- [3] LOW-CYCLE VARIABLE AMPLITUDE FATIGUE MODELING OF TOP-AND-SEAT ANGLE CONNECTIONS ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION, 1995, 32 (02): : 54 - 62
- [4] Research on Initial Stiffness of Top-and-seat Angle Connections in Semi-rigid Steel Frames PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING II, PTS 1-4, 2013, 405-408 : 976 - 980
- [5] Cyclic behavior and low-cycle fatigue of semi-rigid connections - (Part I: bolted angle connections) STESSA 2003: BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS, 2003, : 313 - 319
- [6] Research on Ultimate Moment of Top-and-seat Angle Connections in Semi-rigid Steel Frames ADVANCES IN CIVIL STRUCTURES, PTS 1 AND 2, 2013, 351-352 : 99 - 103
- [8] Cyclic behavior and low-cycle fatigue of semi-rigid connections - (Part II: bolted T-stub connections) STESSA 2003: BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS, 2003, : 321 - 327
- [10] Experimental response of top and seat angle semi-rigid steel frame connections Materials and Structures, 2000, 33 : 499 - 510