[1]
|
S.W. Jones, P. A. Kirby and D. A. Nethercot, “The Analysis of Frames with Semi Rigid Joints,” Department of Civil and Structural Engineering, University of Sheffield, Sheffield, 1981.
|
[2]
|
W.-Y. Wang, G.-Q. Lia and Y.-L. Dong, “Experimental Study and Spring-Component Modelling of Extended End-Plate Joints in Fire,” Journal of Constructional Steel Re-search, Vol. 63, No. 8, 2007, pp. 1127-1137.
doi:10.1016/j.jcsr.2006.10.006
|
[3]
|
Euro Code 3, “Design of Steel Structures, Part 1-8: General Rules Design of Joints,” European Committee for Standardization (CEN), 2003.
|
[4]
|
K. L. Yee and R. E. Melchers, “Moment–Rotation Curves for Bolted Joints,” American Society of Civil Engineers, Vol. 112, 1986, pp. 615-635.
|
[5]
|
B. R. Kirby and R. R. Preston, “High Temperature Properties of Hot Rolled Structural Steels for Use in fire Engineering Design Studies,” Fire Safety Journal, Vol. 13, No. 1, 1988, pp. 27-37.
doi:10.1016/0379-7112(88)90030-6
|
[6]
|
A. S. Daryan and M. Yahyai, “Behavior of Bolted Top-Seat Angle Connections in Fire,” Journal of Constructional Steel Research, Vol. 65, No. 3, 2009, pp. 531-541. doi:10.1016/j.jcsr.2008.07.021
|
[7]
|
A. Azizinamini, J. H. Bradburn and J. Radziminiski, “Initial Stiff-ness of Semi-Rigid Steel Beam-to-Column Connections,” Journal of Constructional Steel Research, Vol. 8, 1987. doi:10.1016/0143-974X(87)90054-X
|
[8]
|
A. Azizinamini and J. Radziminiski, “Static and Cyclic Performance of Semi-Rigid Steel Beam-to-Column Connections,” Journal of Structural Engineering, Vol. 115, No. 12, 1989.
doi:10.1061/(ASCE)0733-9445(1989)115:12(2979)
|
[9]
|
N., Kishi and W. F. Chen, “Moment-Rotation Relations of Semi-Rigid Connections with Angles,” Journal of Structural Engineering, Vol. 116, No. 7, 1990.
|
[10]
|
N. Kishi, W. F. Chen, K. G. Matsuoka and S. G. Nomachi, “Moment-Rotation of Top and Seat Angle with Double Web Angle Connections,” Pro-ceeding of the Workshop on Connections and the Behaviour, Strength and Design of Steel Structures, Elsevier Applied Science, London, 1987a.
|
[11]
|
N. Kishi, W. F. Chen, K. G. Matsuoka and S. G. Nomachi, “Moment-Rotation of Sigle-Double Web Angle Connections,” Proceeding of the Workshop on Connections and the Behaviour, Strength and Design of Steel Structures, Elsevier Applied Science, London, 1987b.
|
[12]
|
J. Y. R. Liew, D. W. White and W. F. Chen, “Limit State Design of Semi-Rigid Frames Using Advanced Analysis: Part 1: Con-nection Modeling and Classification,” Journal of Constructional Steel Research, Vol. 26, No. 1, 1993, pp. 29-57. doi:10.1016/0143-974X(93)90066-2
|
[13]
|
Y. L. Yee and R. E. Melchers, “Moment-Rotation Curves for Bolted Connec-tions,” Journal of Structural Engineering, Vol. 112, No. 3, 1986, pp. 615-635.
doi:10.1061/(ASCE)0733-9445(1986)112:3(615))
|
[14]
|
A. S. Daryan, “A Study on Behavior of Connections in Fire,” MS Thesis, K. N. Toosi University, Tehran, 2006.
|
[15]
|
A. S. Daryan and M. Yahyai, “Modeling of Bolted Angle Connec-tions in Fire,” Fire Safety Journal, Vol. 44, No. 7, 2009, pp. 976-988. doi:10.1016/j.firesaf.2009.06.005
|