1 |
Nassani, D.E. and Chicko, A.H. (2015), "A Simple formula for estimating the column ultimate load with effect of semi-rigid connections", Int. J. Steel Struct., 15(1), 31-38.
DOI
|
2 |
Patnana, V. and Vyavahare, A.Y. (2016), "Moment rotation curves for semi rigid connections", Proceedings of International Conference on Electrical, Electronics, and Optimization Techniques (ICEEOT), Chennai , India, March.
|
3 |
Penar, B.W. (2005), "Recentering beam-column connections using shape memory alloys", Master Thesis; School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA, USA.
|
4 |
Salmon, C.G., Johnson, E.J. and Malhas, F.A. (2009), Steel Structures, Design and Behavior, (5th Edition), Pearson Prentice Hall, USA.
|
5 |
Scerbo, J.S. (1996), "Analysis of steel frames with deformable beam to column connections", M.Sc. Thesis; The University of Manitoba, Canada.
|
6 |
Tahir, M.M.D., Sulaiman, A. and Saggaff, A. (2008), "Structural behaviour of trapezoidal web profiled steel beam section using partial strength connection", Electr. J. Struct. Eng., 8, 55-66.
|
7 |
Thai, H.T., Uy, B., Kang, W.H. and Hicks, S. (2016), "System reliability evaluation of steel frames with semi-rigid connections", J. Constr. Steel Res., 121, 29-39.
DOI
|
8 |
Weynand, K., Jaspart, J.P. and Steenhuis, M. (1998), "Economy studies of steel frames with semi-rigid joints", J. Constr. Steel Res., 1(1-3), Paper No. 63.
|
9 |
Al-Jabri, K.S., Burgess, I.W., Lennon, T. and Plank R.J. (2005), "Moment rotation temperature curves for semi-rigid joints", J. Constr. Steel Res., 61(3), 281-303.
DOI
|
10 |
ANSYS Inc. (2013), ANSYS CFX, Release 15.0, USA.
|
11 |
Bahaari, M.R. and Sherbourne, A.N. (1996), "3D simulation of bolted connections to unstiffened columns - I. T-stub connection", J. Constr. Steel Res., 40(2), 169-187.
DOI
|
12 |
Bai, R., Chan, S.L. and Hao, J.P. (2015), "Improved design of extended end-plate connection allowing for prying effects", J. Constr. Steel Res., 113, 13-27.
DOI
|
13 |
Baniotopoulo, C.C. and Wald, F. (2000), The Paramount Role of Joints into the Reliable Response of Structures, Kluwer Academic Publishers, Netherlands.
|
14 |
Bose, B. and Hughes, A.F. (1995), "Verifying the performance of standard ductile connections for semi-continuous steel frames", Proceedings of the Institution of Civil Engineers, Structures and Buildings, 110(4), 441-457.
DOI
|
15 |
Coelho, A.M.G., Bijlaard, F.S.K. and Silva, L.S.D. (2004), "Experimental assessment of the ductility of extended end plate connections", Eng. Struct., 26(9), 1185-1206.
DOI
|
16 |
EN 1993-1-8:2005 (2005), Eurocode 3: design of steel structures-part 1-8: design of joints; European Committee for Standardization, Brussels, Belgium.
|
17 |
Ypma, T.J. (1995), "Historical development of the Newton-Raphson method", SIAM Rev., 37(4), 531-555.
DOI
|
18 |
Couchman, G.H. (1997), Design of Semi-Continuous Braced Frames; Steel Construction Institute Publication 183, Silkwood Park, Ascot, Berkshire SL5 7QN, UK.
|
19 |
Del Savio, A.A., Nethercot, D.A., Vellasco, P.C.G.S., Andrade, S.A.L. and Martha, L.F. (2009), "Generalised component-based model for beam-to-column connections including axial versus moment interaction", J. Constr. Steel Res., 65(8), 1876-1895.
DOI
|
20 |
El-Boghdadi, M.H. (1998), "Elastic plastic analysis of semi-rigid industrial frames", Ph.D. Thesis; KFUPM, KSA.
|
21 |
Hayalioglu, M.S. and Degertekin, S.O. (2005), "Minimum cost design of steel frames with semi-rigid connections and column bases via genetic optimization", Comput. Struct., 83(21), 1849-1863.
DOI
|
22 |
Abolmaali, A., Kukreti, A., Motahari, A. and Ghassemieh, M. (2009), "Energy dissipation characteristics of semi-rigid connections", J. Constr. Steel Res., 65(5), 1187-1197.
DOI
|
23 |
AISC ASD (1989), Manual of Steel Construction, Allowable Stress Design; (Ninth Edition), American Institute of Steel Construction, Chicago, IL, USA.
|
24 |
AISC LRFD (2005), Manual of steel construction, Load and Resistance Factor Design; American Institute of Steel Construction, Chicago, IL, USA.
|
25 |
Faella, C., Piluso, V. and Rizzano, G. (2000), Structural Steel Semirigid Connections: Theory, Design and Software, New Directions in Civil Engineering; CRC publishers (EEUU), Boca Raton, FL, USA.
|
26 |
Fang, C., Yam, M.C.H., Lam, A.C.C. and Xie, L. (2014), "Cyclic performance of extended end-plate connections equipped with shape memory alloy", J. Constr. Steel Res., 94, 122-136.
DOI
|
27 |
Jaspart, J.P., Braham, M. and Cerfontaine, F. (1999), "Strength of joints subjected to combined action of bending moments and axial forces", Proceedings of European Conference on Steel Structures-Eurosteel, Prague, Czech Republic, May, pp. 465-468.
|
28 |
Jaspart, J.P. and Maquoi, R. (1990), "Guidelines for the design of braced frames with semi-rigid connections", J. Constr. Steel Res., 16(4), 319-328.
DOI
|
29 |
Jones, S.W., Kirby, P.A. and Nethercot, D.A. (1983), "The Analysis of Frames with Semi-Rigid Connections-A State of the Art Report", J. Constr. Steel Res., 3(2), 2-13.
DOI
|
30 |
Kishi, N. and Chen W.F. (1990), "Moment-rotations of semi-rigid connections with angles", J. Struct. Eng., ASCE, 116(7), 1813-1834.
DOI
|
31 |
Kong, Z. and Kim, S.E. (2016), "Numerical estimation of the initial stiffness and ultimate moment capacity of single-web angle connections", J. Constr. Steel Res., 121, 282-290.
DOI
|
32 |
Lui, E.M. and Chen, W.F. (1987), "Steel frame analysis with flexible joints", J. Constr. Steel Res., 8, 161-202.
DOI
|
33 |
Nassani, D.E. (2011), "Static and dynamic behavior of frames with semi-rigid connection", Ph.D. Thesis; Aleppo University, Syria.
|
34 |
Nassani, D.E. (2014), "Behaviour of steel cap plate connections: Experimental tests", Int. J. Steel Struct., 14(3), 649-657.
DOI
|