1 |
Alinia, M. M. (2005), "A study into optimization of stiffeners in plates subjected to shear loading", Thin-Walled Structures, 43(5), 845-860.
DOI
ScienceOn
|
2 |
Alinia, M. M. and Dastfan, M. (2006), "Behaviour of thin steel plate shear walls regarding frame members", Journal of Constructional Steel Research, 62(7), 730-738.
DOI
ScienceOn
|
3 |
Azhari, M., Shahidi, A.R. and Saadatpour, M.M. (2005), "Local and post local buckling of stepped and perforated thin plates", Applied Mathematical Models, 29(7), 633-652.
DOI
ScienceOn
|
4 |
Chatterjee, S. (2003) The Design of Modern Steel Bridges, 2nd ed., ISBN: 0632055111, Wiley-Blackwell.
|
5 |
Cheng, C. J. and Fan, X.J. (2001), "Nonlinear mathematical theory of perforated viscoelastic thin plates with its applications", International Journal of Solids and Structures, 38(36), 6627-6641.
DOI
ScienceOn
|
6 |
El-Sawy, K. M., Nazmy, A. S. and Mohammad, I. M. (2004), "Elasto plastic buckling of perforated plates under uniaxial compression", Thin-Walled Structures, 42(8), 1083-1101.
DOI
ScienceOn
|
7 |
El-Sawy, K.M. and Ikbal Martini, M. (2007), "Elastic stability of bi-axially loaded rectangular plates with a single circular hole", Thin-Walled Structures, 45(1), 122-133.
DOI
ScienceOn
|
8 |
EN 1993-1-5 (2007), "Eurocode 3. Design of steel structures. Part 1-5: Stiffened plating subjected to in plane loading", CEN European Committee for Standardization, Brussels.
|
9 |
G. D Computing (2005), Straus7 user's manual, Sydney, Australia.
|
10 |
Graciano, C. and Casanova, E. (2005), "Ultimate strength of longitudinally stiffened I-girder webs subjected to combined patch loading and bending", Journal of Constructional Steel Research, 61(1), 93-111.
DOI
ScienceOn
|
11 |
Granath, P. and Lagerqvist, O. (1999), "Behaviour of girder webs subjected to patch loading", Journal of Constructional Steel Research, 50(1), 49-69.
DOI
ScienceOn
|
12 |
Gugole, S. (2009), "Stabilità di pannelli d'anima con spessore variabile" (in italian), Master thesis, University of Padova.
|
13 |
Komur, M.A. and Sonmez. M. (2008), "Elastic buckling of rectangular plates under linearly varying in-plane normal load with a circular cutout", Mechanics Research Communications, 35, 361-371.
DOI
ScienceOn
|
14 |
Lee, S.C., Yoo, C.H. and Yoon D.Y. (2002), "Behaviour of intermediate transverse stiffeners attached on web panels", Journal of Structural Engineering, Transactions of ASCE 128(3), 337-345.
DOI
ScienceOn
|
15 |
Lian, V.T. and Shanmugam N.E. (2003), "Openings in horizontally curved plate girder webs", Thin-Walled Structures, 41(2-3), 245-269.
DOI
ScienceOn
|
16 |
Maiorana, E., Pellegrino, C. and Modena, C. (2008a), "Linear buckling analysis of unstiffened plates subjected to both patch load and bending moment", Engineering Structures 30(12), 3731-3738.
DOI
ScienceOn
|
17 |
Maiorana, E., Pellegrino, C. and Modena, C. (2008b), "Linear buckling analysis of perforated plates subjected to localised symmetrical load", Engineering Structures 30(11), 3151-3158.
DOI
ScienceOn
|
18 |
Maiorana, E., Pellegrino, C., and Modena, C. (2009c), "Non-Linear analysis of perforated steel plates subjected to localised symmetrical load", Journal of Constructional Steel Research, 65(4), 959-964.
DOI
ScienceOn
|
19 |
Maiorana, E., Pellegrino, C. and Modena, C. (2009a), "Imperfections in steel girder webs with and without perforations under patch loading", Journal of Constructional Steel Research, 65(5), 1121-1129.
DOI
ScienceOn
|
20 |
Maiorana, E., Pellegrino, C., and Modena, C. (2009b), "Elastic stability of plates with circular and rectangular holes subjected to axial compression and bending moment", Thin-Walled Structures, 47(3), 241-255.
DOI
ScienceOn
|
21 |
Maiorana E., Pellegrino C., Modena C. (2011a), "Influence of longitudinal stiffeners on elastic stability of girder webs", Journal of Constructional Steel Research, 67(1), 51-64.
DOI
ScienceOn
|
22 |
Maiorana E., Pellegrino C., Modena C. (2011b), "Elasto-plastic behaviour of perforated steel plates subjected to compression and bending", Steel and Composite Structures, 11(2), 131-147.
DOI
|
23 |
Maryland, T., Hopperstad, O.S. and Langseth, M. (1999), "Steel girders subjected to concentrated loading. Validation of numerical simulations", Journal of Constructional Steel Research, 50, 199-216.
DOI
ScienceOn
|
24 |
Paik, J.K. (2007), "Ultimate strength of perforated steel plates under shear loading", Thin-Walled Structures, 45(3), 301-306.
DOI
ScienceOn
|
25 |
Pavlovcic, L., Detzel, A., Kuhlmann, U. and Beg, D. (2007), "Shear strength of longitudinally stiffened panels. Part 1: Tests and numerical analysis of imperfections", Journal of Constructional Steel Research, 63(3), 337-350.
DOI
ScienceOn
|
26 |
Pellegrino, C., Maiorana, E. and Modena, C. (2009), "Linear and non-Linear behaviour of perforated steel plates with circular and rectangular holes under shear loading", Thin-Walled Structures, 47(6-7), 607-616.
DOI
ScienceOn
|
27 |
Ren, T. and Tong, G.S. (2005), "Elastic buckling of web plates in I-girders under patch and wheel loading", Engineering Structures, 27(10), 1528-1536.
DOI
ScienceOn
|
28 |
Xie, M. and Chapman, J.C. (2004), "Design of web stiffeners: local panel bending effects", Journal of Constructional Steel Research, 60(10), 1425-1452.
DOI
ScienceOn
|
29 |
Sadovsky, Z., Teixeria, A.P. and Guedes Soares, C. (2005), "Degradation of the compressive strength rectangular plates due to initial deflection", Thin-Walled Structures, 43(1), 65-82.
DOI
ScienceOn
|
30 |
Timoshenko, S.P. and Woinowsky-Krieger, S. (1959), Theory of plates and shells, Mc-Graw-Hill Book Company.
|
31 |
Yang, Z., Kim, C., Cho, C. and Beom, H.G. (2008), "The concentration of stress and strain in finite thickness elastic plates containing a circular hole", International Journal of Solids and Structures, 45(3-4), 713-731.
DOI
ScienceOn
|