Concrete-filled steel circular tubes subjected to constant amplitude cyclic pure bending
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Raphael H. Grzebieta | Mohamed Elchalakani | Xiao Ling Zhao | X. Zhao | M. Elchalakani | R. Grzebieta | Xiaoyan Zhao
[1] Richard Sause,et al. Seismic behavior and modeling of high-strength composite concrete-filled steel tube (CFT) beam–columns , 2002 .
[2] Raphael H. Grzebieta,et al. Plastic Slenderness Limits for Cold-Formed Circular Hollow Sections , 2002 .
[3] Subhash C. Goel,et al. Cyclic Load Behavior of Concrete‐Filled Tubular Braces , 1988 .
[4] Atorod Azizinamini,et al. Behavior and strength of circular concrete-filled tube columns , 2002 .
[5] Gregory A. MacRae,et al. The seismic response of steel frames , 1989 .
[6] W. New,et al. Standards New Zealand. , 2005 .
[7] Hanbin Ge,et al. Cyclic behavior of thin-walled steel structures—numerical analysis , 1998 .
[8] Jerome F. Hajjar,et al. Concrete‐filled steel tube columns under earthquake loads , 2000 .
[9] K. F. Chung,et al. Composite column design to Eurocode 4 : based on DD ENV 1994-1-1: 1994 Eurocode 4: design of composite steel and concrete structures: part 1.1: general rules and rules for buildings , 1994 .
[10] Raphael H. Grzebieta,et al. Concrete-filled circular steel tubes subjected to pure bending , 2001 .
[11] David A. Ross,et al. TEST OF FABRICATED TUBULAR COLUMNS , 1977 .
[12] Raphael H. Grzebieta,et al. Bending tests to determine slenderness limits for cold-formed circular hollow sections , 2002 .
[13] Hanbin Ge,et al. Ductility of Steel Short Cylinders in Compression and Bending , 1998 .
[14] James L Noland,et al. Computer-Aided Structural Engineering (CASE) Project: Decision Logic Table Formulation of ACI (American Concrete Institute) 318-77 Building Code Requirements for Reinforced Concrete for Automated Constraint Processing. Volume 1. , 1986 .
[15] Reinhard Bergmann,et al. Design guide for concrete filled hollow section columns under static and seismic loading , 1995 .
[16] Raphael H. Grzebieta,et al. Void-Filled Cold-Formed Rectangular Hollow Section Braces Subjected to Large Deformation Cyclic Axial Loading , 2002 .
[17] Raphael H. Grzebieta,et al. Cyclic Bending Tests to Determine Fully Ductile Section Slenderness Limits for Cold-Formed Circular Hollow Sections , 2004 .
[18] Raphael H. Grzebieta,et al. VOID-FILLED SHS BEAMS SUBJECTED TO LARGE DEFORMATION CYCLIC BENDING , 1999 .
[19] Raphael H. Grzebieta,et al. Tests of Cold-Formed Circular Tubular Braces under Cyclic Axial Loading , 2003 .
[20] K.A.S.Susantha. Development of capacity and demand prediction methodology for concrete-filled steel structures , 2001 .
[21] Richard Sause,et al. Experimental Behavior of High Strength Square Concrete-Filled Steel Tube Beam-Columns , 2002 .
[22] Helmut G. L. Prion,et al. Beam-column behaviour of steel tubes filled with high strength concrete , 1994 .
[23] Shun-ichi Nakamura,et al. Design and experiments on a new railway bridge system using concrete filled steel pipes , 1997 .
[24] 葛 漢彬. Development of earthquake-resistant ultimate strength design method for concrete-filled steel structures , 1994 .
[25] R. P. Johnson,et al. Design of composite steel and concrete structures , 1993 .