1 "World Trade Center Building Performance Study: Data Collection, Preliminary Observations and Recommendation, FEMA-403"
2 Richard, R.M, "Versatile elastic-plastic stress-strain formula" 101 (101): 511-515, 1975
3 Nethercot,D.A, "Utilization of experimentally obtained connection data in assessing the performance of steel frames in Connection Flexibility and Steel Frames" ASCE 1985
4 Simões da Silva,L, "Towards a consistent design approach for steel joints under generalized loading" 64 (64): 1059-1075, 2008
5 T. C. Barnett, "The practice of blind bolting connections to structural hollow sections: A review" 국제구조공학회 1 (1): 1-16, 2001
6 El-Rimawi, J.A, "The influence of connections stiffness and behaviour of steel beams in fire" 43 (43): 1-15, 1997
7 Kirby,B.R, "The behaviour of high-strength grade 8.8 bolts in fire" 33 (33): 3-37, 2001
8 Baniotopoulos, C.C, "The Paramount Role of Joints into the Reliable Response of Structures" Kluwer Academic Publishers 2000
9 Sakumoto, Y, "Tests of fire-resistance bolts and joints" 119 (119): 3131-3150, 1993
10 Liew, J.Y.W, "Testing of semi-rigid unbraced frame for calibration of second-order inelastic analysis" 41 (41): 159-195, 1997
1 "World Trade Center Building Performance Study: Data Collection, Preliminary Observations and Recommendation, FEMA-403"
2 Richard, R.M, "Versatile elastic-plastic stress-strain formula" 101 (101): 511-515, 1975
3 Nethercot,D.A, "Utilization of experimentally obtained connection data in assessing the performance of steel frames in Connection Flexibility and Steel Frames" ASCE 1985
4 Simões da Silva,L, "Towards a consistent design approach for steel joints under generalized loading" 64 (64): 1059-1075, 2008
5 T. C. Barnett, "The practice of blind bolting connections to structural hollow sections: A review" 국제구조공학회 1 (1): 1-16, 2001
6 El-Rimawi, J.A, "The influence of connections stiffness and behaviour of steel beams in fire" 43 (43): 1-15, 1997
7 Kirby,B.R, "The behaviour of high-strength grade 8.8 bolts in fire" 33 (33): 3-37, 2001
8 Baniotopoulos, C.C, "The Paramount Role of Joints into the Reliable Response of Structures" Kluwer Academic Publishers 2000
9 Sakumoto, Y, "Tests of fire-resistance bolts and joints" 119 (119): 3131-3150, 1993
10 Liew, J.Y.W, "Testing of semi-rigid unbraced frame for calibration of second-order inelastic analysis" 41 (41): 159-195, 1997
11 Faella, C., "Structural Steel Semi-rigid Connections-theory, Design and Software" CRC Press 2000
12 Y. Liu, "Storey-based stability analysis of multi-storey unbraced frames" 국제구조공학회 19 (19): 679-705, 2005
13 Hibbeler,R.C, "Statics and Mechanics of Materials, 2nd Edition" Prentice-Hall, Inc 2004
14 Chen, W.F, "Stability design of semi-rigid frames" John Wiley & Sons, Inc 1996
15 AISC, "Specification for Structural Steel Buildings, ANSI/AISC 360-05" American Institute of Steel Construction, Inc. 2005
16 Lipson,S.L, "Single-angle and single-plate beam framing connections" Canadian Steel Industries Construction Council 1968
17 Gong,Y, "Single-angle all-bolted shear connections" 65 (65): 1337-1345, 2009
18 Golub, G, "Separable nonlinear least squares: the variable projection method and its applications" 19 : 1-26, 2003
19 Gerald Huber, "Semi-continuous beam-to-column joints at the Millennium Tower in Vienna, Austria" 국제구조공학회 1 (1): 159-170, 2001
20 Elnashai, A.S, "Response of semi-rigid steel frames to cyclic and earthquake loads" 124 (124): 857-867, 1998
21 Zoetemeijer,P, "Proposal for Standardisation of Extended End Plate Connection based on Test results - Test and Analysis" Steven Laboratory 1983
22 Xu,L, "Optimal Design of Steel Frameworks with Semi-rigid Connection" University of Waterloo 1994
23 Simões, R, "Numerical modelling of column base connection" 1999
24 Hsieh, S.H, "Nonlinear analysis of three-dimensional steel frames with semi-rigid connections" 41 (41): 995-1009, 1990
25 Chan, S.L, "Non-linear Static and Cyclic Analysis of Steel Frames with Semi-rigid Connections" Elsevier Science Ltd. 2000
26 Al-Jabri, K.S, "Moment-rotation-temperature curves for semirigid joints" 61 (61): 281-303, 2005
27 Kishi, N, "Moment-rotation relations of semi-rigid connections with angles" 116 (116): 1813-1834, 1990
28 Attiogbe, E, "Moment-rotation functions for steel connections" 117 (117): 1703-1718, 1991
29 Lee, Y.L, "Moment-rotation curves for bolted Connections" 112 (112): 615-635, 1986
30 Langdon, G.S, "Modelling the response of semi-rigid supports under combined loading" 26 : 511-517, 2004
31 Faria, R, "Modeling material failure in concrete structures under cyclic actions" 130 (130): 1997-2005, 2004
32 Liu, Y, "Methods of enforcing earthquake base motions in seismic analysis of structures" 2010
33 Menegotto, M, "Method of analysis for cyclically loaded reinforced concrete plane frames including changes in geometry and non-elastic behavior of elements under combined normal force and bending" 1973
34 MINPACK, "MINPACK"
35 Liu, Y, "Influence of Semi-rigid Connections and local joint damage on progressive collapse of steel frameworks" 25 (25): 184-204, 2010
36 Liu,Y, "Hybrid member stiffness matrix accounting for geometrical nonlinearity and member inelasticity in semi-rigid frameworks" 31 (31): 2880-2895, 2009
37 Kishi, N, "Four-parameter power model for M-èr curves of end-plate connections" 2004
38 Sherbourne, A.N, "Finite element prediction of end plate bolted connection behavior. I: Parametric study" 123 (123): 157-164, 1997
39 Liu,T.C.H, "Finite element modeling of behaviour of steel beam and connections in fire" 36 (36): 181-199, 1996
40 Elremaily, A, "Experimental behaviour of steel beam to CFT column connections" 57 (57): 1099-1119, 2001
41 Li, G.Q, "Experiment on restrained steel beams subjected to heating and cooling" 64 (64): 268-274, 2008
42 CEN, "Eurocode 3: Design of Steel Structures, Part 1-8 – Design of Joints" European Committee for Standardadization 2005
43 Rathbun,J.C, "Elastic properties of riveted connections" 101 : 524-563, 1936
44 Gong, Y, "Double-angle shear connections with short outstanding legs" 35 (35): 786-795, 2008
45 "Design of Steel Structures, National Standard of Canada, CSA-S16-09"
46 Ramberg, W, "Description of Stress-strain curves by three parameters" National Advisory Committee for Aeronautics 1943
47 Kishi, N, "Data base of Steel Beam-to-column Connections" School of Civil Engineering, Purdue University 1986
48 Raffaele Pucinotti, "Cyclic mechanical model of semirigid top and seat and double web angle connections" 국제구조공학회 6 (6): 139-157, 2006
49 Yang, C.M, "Cyclic behaviour of beam-column connections in steel portals" 160 (160): 259-272, 2007
50 Liu, Y, "Compound-element modelling accounting for semi-rigid connections and member plasticity" 30 (30): 1292-1307, 2008
51 Pedro Nogueiro, "Calibration of model parameters for the cyclic response of end-plate beam-to-column steel-concrete composite joints" 국제구조공학회 9 (9): 39-58, 2009
52 Luís Simões da Silva, "Behaviour of steel joints under fire loading" 국제구조공학회 5 (5): 485-513, 2005
53 Luís Simões da Silva, "Behaviour of flush end-plate beam-to-column joints under bending and axial force" 국제구조공학회 4 (4): 77-94, 2004
54 Krishnamurthy, N, "Analytical M-θ curves for end-plate connections" 105 (105): 133-145, 1979
55 Chen, K.M.G, "Analysis of steel frameworks subject to fire" 2010
56 Frye, M.J, "Analysis of flexibly connected steel frames" 2 (2): 280-291, 1975
57 Lui, E.M, "Analysis and behaviour of flexibly-jointed frames" 8 (8): 107-115, 1986
58 Dennis, J.E, "Algorithm 573: NL2SOL—An adaptive nonlinear leastsquares algorithm [E4]" 7 (7): 369-383, 1981
59 Saravanan, M., "Advanced analysis of cyclic behaviour of plane steel frames with semi-rigid connections" 국제구조공학회 9 (9): 381-395, 2009
60 Goverdham,A.V, "A Collection of Experimental Moment-rotation Curves and Evaluation of Prediction Equations for Semi-rigid Connections" Vanderbilt University 1983