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- 23:54, 10 January 2012 (diff | hist) . . (+5,828) . . N Neogi, Sen, and Chapman 1969 (Created page with "The elasto-plastic behavior of pin-ended circular CFTs, loaded either concentrically or eccentrically about one axis, was studied numerically and then compared to experimental...")
- 23:47, 10 January 2012 (diff | hist) . . (+5) . . Knowles and Park 1969 (→Theoretical Discussion)
- 23:46, 10 January 2012 (diff | hist) . . (+6,930) . . N Knowles and Park 1969 (Created page with "This paper investigated axially loaded CFTs and hollow tubes over a wide range of slenderness ratios, with particular attention paid to the effect of the slenderness ratio on ...")
- 23:35, 10 January 2012 (diff | hist) . . (+3,369) . . N Gardner 1968 (Created page with "An experimental investigation of axially loaded CFTs using spiral welded tubes was described and the results were compared with the ACI-NBC design formulas and the values obta...")
- 02:45, 4 January 2012 (diff | hist) . . (+5,154) . . N Furlong 1968 (Created page with "Design formulas and graphs (both the author's and those of AISC and ACI) were presented for columns and beam-columns based on axial load capacity, flexural strength, and flexu...")
- 02:24, 4 January 2012 (diff | hist) . . (+106) . . Furlong 1967 (→Theoretical Discussion)
- 02:19, 4 January 2012 (diff | hist) . . (+6,669) . . N Furlong 1967 (Created page with "Experiments were performed to determine the accuracy of proposed theoretical estimates of the ultimate strength of beam-columns. CFT behavior was discussed in detail for conc...")
- 02:08, 4 January 2012 (diff | hist) . . (+1) . . Gardner and Jacobson 1967 (→Design Formulation)
- 01:14, 4 January 2012 (diff | hist) . . (+4,532) . . N Gardner and Jacobson 1967 (Created page with "The authors investigated axially loaded CFT compression members both experimentally and theoretically. The results were compared to ACI (American Concrete Institute 318-63) a...")
- 00:49, 4 January 2012 (diff | hist) . . (+24) . . Klöppel and Goder 1957 (→References)
- 00:48, 4 January 2012 (diff | hist) . . (+1,939) . . N Salani and Sims 1964 (Created page with "The elastic and inelastic behavior of mortar-filled steel tubes in compression was investigated. Comparisons were made between the experimental values and theoretical values ...")
- 00:26, 4 January 2012 (diff | hist) . . (+632) . . N Klöppel and Goder 1957 (Created page with "The authors performed collapse load tests on hollow and concrete-filled steel tubes. They also established a formula for the design of CFTs. Three tests were examined in det...")
- 23:43, 23 December 2011 (diff | hist) . . (+4,099) . . N Yao, Goldsworthy, and Gad 2007 (Created page with "Numerical and experimental studies of T-stub connections are presented in this paper. The experiments consisted of one full scale T-stub connection using blind-bolts and a ser...")
- 23:26, 23 December 2011 (diff | hist) . . (+4,589) . . N MacRae et al. 2004 (Created page with "A finite element model was developed to study the transfer of vertical bracing forces through a beam-brace-column (BBC) connection. Additionally, a series of experimental tes...")
- 22:58, 23 December 2011 (diff | hist) . . (+3,670) . . N Beutel, Thambiratnam, and Perera 2001, 2002 (Created page with "Ten full scale connection tests were performed. Four were performed under monotonic loading and were presented in the first paper while the remaining six were preformed under ...")
- 22:54, 23 December 2011 (diff | hist) . . (-2) . . Schneider and Alostaz 1998 (→Experimental Study, Results, and Discussions)
- 22:52, 23 December 2011 (diff | hist) . . (+7,958) . . N Ricles, Peng, and Lu 2004 (Created page with "An experimental study on beam-to-column connections of square CFT systems was presented by (Ricles et al., 1997; Peng et al., 2000). Full-scale cruciform specimens were teste...")
- 22:39, 23 December 2011 (diff | hist) . . (+2,081) . . N Fukumoto and Morita 2000 (Created page with "An analytical study was carried out on panel zone behavior of steel beam-to-square CFT column connections. The authors proposed a nonlinear stress-strain model to estimate th...")
- 22:36, 23 December 2011 (diff | hist) . . (+3,994) . . N Nishiyama et al. 2004 (Created page with "An experimental study on CFT beam-to-column connections was presented. Half-scale internal and external connections were tested under reversed cyclic loading. The performanc...")
- 22:30, 23 December 2011 (diff | hist) . . (+3,162) . . N Cheng, Hwang, and Chung 2000 (Created page with "Beam-to-circular CFT column connections were tested under cyclic loading in this work. The authors investigated the effect of concrete infill and D/t ratio on the seismic per...")
- 22:24, 23 December 2011 (diff | hist) . . (+8,501) . . N France, Davison, and Kirby 1999 (Created page with "Three series of experiments on beam-to-column connections of HT and CFT columns were presented in a series of papers (France et al. 1996, 1999a, 1999b, 1999c). The girders we...")
- 22:20, 23 December 2011 (diff | hist) . . (+14,819) . . N Schneider and Alostaz 1998 (Created page with "An analytical and a subsequent experimental study were conducted on steel girder to circular CFT beam-column exterior moment connections (Alostaz and Schneider, 1996; Schneide...")
- 22:06, 23 December 2011 (diff | hist) . . (+7,670) . . N Kawano and Matsui 1997 (Created page with "Beam-to-column connections with external diaphragm details might create difficulty when placed near external walls if the diaphragm plates are large. New connection types wer...")
- 20:57, 22 December 2011 (diff | hist) . . (+10,160) . . N Shakir-Khalil and Al-Rawdan 1995, 1996 (Created page with "An experimental study on simple beam-to-column connections of CFT members was presented in several companion papers. A total six series of connections (A, B, C, D, E, and F) ...")
- 20:50, 22 December 2011 (diff | hist) . . (+2,527) . . N Azizinamini and Prakash 1992 (Created page with "A through-beam connection detail was considered both analytically and experimentally in this research. The through-beam connection detail prevents the transfer of large beam ...")
- 20:48, 22 December 2011 (diff | hist) . . (+4,607) . . N Prion and McLellan 1992 (Created page with "The authors conducted experimental studies of through-bolt connections between steel wide-flange beams and concrete-filled hollow steel sections, and they compared their resul...")
- 20:44, 22 December 2011 (diff | hist) . . (+1) . . Kamba, Kanatani, and Tabuchi 1991 (→Experimental Study, Results and Discussions)
- 20:43, 22 December 2011 (diff | hist) . . (+670) . . Kamba, Kanatani, and Tabuchi 1991 (→Experimental Study, Results and Discussions)
- 20:38, 22 December 2011 (diff | hist) . . (+2,764) . . N Kamba, Kanatani, and Tabuchi 1991 (Created page with "The panel zone behavior in moment-resisting CFT frames was studied in this research. Monotonic tests were conducted on square HT and CFT beam-to-column connections having thr...")
- 20:35, 22 December 2011 (diff | hist) . . (-1) . . Dunberry, LeBlanc, and Redwood 1987 (→Experimental Study, Results, and Discussions)
- 20:34, 22 December 2011 (diff | hist) . . (+5,211) . . N Dunberry, LeBlanc, and Redwood 1987 (Created page with "Short square CFT columns were loaded axially by means of shear tab connections coupled with direct axial compression. The axial load capacity of the specimens and the load tr...")
- 00:50, 21 December 2011 (diff | hist) . . (+44) . . Parsley, Yura, and Jirsa 2000 (→Experimental Study, Results, and Discussion)
- 00:47, 21 December 2011 (diff | hist) . . (+3,601) . . N Parsley, Yura, and Jirsa 2000 (Created page with "Push-out tests were performed on eight rectangular CFTs. Three different mechanisms were identified as responsible for the shear transfer between the steel tube and concrete c...")
- 00:39, 21 December 2011 (diff | hist) . . (+7,136) . . N Roeder, Cameron, and Brown 1999 (Created page with "The load transfer mechanism between steel and concrete in circular CFT columns was examined. The authors presented bond strength and slip characteristics observed in experime...")
- 00:27, 21 December 2011 (diff | hist) . . (+3,872) . . N Kilpatrick and Rangan 1999 (Created page with "In this paper, an experimental program was presented to study the effect of bond on the load-deformation response of circular CFT columns and girders. To represent typical st...")
- 00:24, 21 December 2011 (diff | hist) . . (-10) . . Shakir-Khalil and Hassan 1994 (→Experimental Study)
- 00:14, 21 December 2011 (diff | hist) . . (+5,625) . . N Shakir-Khalil and Hassan 1994 (Created page with "Push-out tests were conducted on rectangular CFT columns in this research. Several factors that could affect the bond strength, including the shear connector pattern, concret...")
- 23:54, 20 December 2011 (diff | hist) . . (-10) . . Shakir-Khalil 1993 (→Experimental Study, Results and Discussions)
- 23:53, 20 December 2011 (diff | hist) . . (+11,310) . . N Shakir-Khalil 1993 (Created page with "Push-out tests were conducted on circular, rectangular and square CFT members (Shakir-Khalil, 1993a, 1993b). The main purpose of the experimental study was to investigate bon...")
- 23:47, 20 December 2011 (diff | hist) . . (+218) . . Morishita and Tomii 1982 (→Experimental Study, Results and Discussions)
- 23:06, 20 December 2011 (diff | hist) . . (+4,916) . . N Morishita and Tomii 1982 (Created page with "An experimental study on bond strength of square CFTs was presented. The effect of cyclic shearing force, concrete compressive strength, and magnitude of axial load on bond s...")
- 22:51, 20 December 2011 (diff | hist) . . (+49) . . Tomii, Yoshimura, and Morishita 1980 (→Analytical Study)
- 22:49, 20 December 2011 (diff | hist) . . (+10) . . Tomii, Yoshimura, and Morishita 1980 (→Experimental Study, Results, and Discussions)
- 22:47, 20 December 2011 (diff | hist) . . (+18) . . Morishita, Tomii, and Yoshimura 1979 (→Analytical Study)
- 22:46, 20 December 2011 (diff | hist) . . (+48) . . Morishita, Tomii, and Yoshimura 1979 (→Analytical Study)
- 22:38, 20 December 2011 (diff | hist) . . (+11) . . Morishita, Tomii, and Yoshimura 1979 (→Experimental Study, Results and Discussions)
- 22:25, 20 December 2011 (diff | hist) . . (+5,258) . . N Tomii, Yoshimura, and Morishita 1980 (Created page with "Bond tests were conducted on circular, square, and octagonal CFT columns and the methods to improve the bond strength between steel and concrete along the interface were inves...")
- 22:06, 20 December 2011 (diff | hist) . . (+102) . . Virdi and Dowling 1980 (→References)
- 21:56, 20 December 2011 (diff | hist) . . (-1) . . Virdi and Dowling 1980 (→Experimental Study, Results, and Discussion)
- 21:56, 20 December 2011 (diff | hist) . . (+3,612) . . N Virdi and Dowling 1980 (Created page with "A study of concrete-filled steel tubes was undertaken to investigate the ultimate bond strength between the concrete core and steel tube in the absence of shear connectors. A...")
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