1 |
Antman, S.S. (1995), Nonlinear Problems of Elasticity, Springer-Verlag, New-York.
|
2 |
Arakelian, V. (1997), Structure et cinematique des mecanismes, Hermes, Paris (in French).
|
3 |
Bazant, Z.P. and Cedolin, L. (2003), Stability of Structures: Elastic, Inelastic, Fracture and Damage Theories, Dover Publications, New-York.
|
4 |
Bernal, D. (1987), "Amplification factors for inelastic dynamic p-delta effects in earthquake analysis", Earthq. Eng. Struct. Dyn., 15, 635-651.
DOI
|
5 |
Calladine, C.R. (1968), Simple Ideas in the Large-deflection Plastic Theory of Plates and Slabs, in: Heyman, J., Leckie, F.A., editors, Engineering Plasticity, Cambridge University Press, 93-127.
|
6 |
Chakrabarty, J. (2007), Applied Plasticity, Mechanical Engineering Series, Springer.
|
7 |
Challamel, N. (2006), "Large displacement limit analysis of frame structures", Stability and Ductility of Steel Structures, D. Camotim et al. (Eds), Lisbon, Portugal, September 6-8, 2006.
|
8 |
Challamel, N. and Pijaudier-Cabot, G. (2006), "Stability and dynamics of a plastic softening oscillator", Int. J. Solids Struct., 43, 5867-5885.
DOI
ScienceOn
|
9 |
Chan, S.L. and Zhou, Z.H. (2004), "Elastoplastic and large deflection analysis of steel frames by one element per member II: Three hinges along member", J. Struct. Eng., 130(4), 545-553.
DOI
ScienceOn
|
10 |
Chiou, Y.J., Wang, Y.K., Hsiao, P.A. and Chen, Y.L. (2002), "Large displacement analysis of inelastic frame structures by convected material frame approach", Struct. Eng. Mech., 13(2), February.
|
11 |
Climenhaga, J.J. and Johnson, P.P. (1972), "Moment-rotation curves for locally buckling beams", J. Struct. Div. 98, 1239-1254.
|
12 |
De Freitas, J.A.T. and Smith, D.L. (1984), "Existence, uniqueness and stability of elastoplastic solutions in the presence of large displacements", Solid Mech. Arch., 9, 433-450.
|
13 |
Duszek, M.K. and Lodygowski, T. (1983), On Influence of Some Second Order Effects on the Post-yield Behaviour of Plastic Structures, in: Sawczuk, A., Bianchi, G., editors, Plasticity today - Modelling, Methods and Applications, Elsevier Applied Science Publishers, 413-428.
|
14 |
Elnashai, A.S. (2001), "Advanced inelastic static (pushover) analysis for earthquake applications", Struct. Eng. Mech., 12(1), July.
|
15 |
Farmer, S.M. and Calladine, C.R. (2005), "Geometry of "developable cones", Int. J. Mech. Sci., 47, 509-520.
DOI
ScienceOn
|
16 |
Feng, L. and Tong-Xi, Y. (1991), "An analysis of the large deflection of an elastic-plastic cantilever subjected to an inclined concentrated force", Appl. Math. Mech., 12(6), 547-555.
DOI
ScienceOn
|
17 |
Gurkok, A. and Hopkins, H.G. (1973), "The effect of geometry changes on the load carrying capacity of beams under transverse load", SIAM J. Appl. Math., 25(3), 500-521.
DOI
ScienceOn
|
18 |
Horne, M.R. (1995), The Rankine-Merchant Load and Its Application, In Summation Theorems in Structural Stability, Ed. T. Tarnai, 111-139 (CISM Courses and Lectures No. 354. Springer-Verlag, Wien, New York).
|
19 |
Horne, M.R. (1963), "Elastic-plastic failure loads of plane frames", Proc. Roy. Soc. London, Serie A, 274, 343-364.
DOI
|
20 |
Horne, M.R. and Merchant, W. (1965), The Stability of Frames, Pergamon Press, Oxford.
|
21 |
Jennings, P.C. and Husid, R. (1968), "Collapse of yielding sructures under earthquakes", J. Eng. Mech. Div., ASCE, 94, 1045-1065.
|
22 |
Jirasek, M. and Bazant, Z.P. (2002), Inelastic Analysis of Structures, Wiley, New-York.
|
23 |
Lance, R.H. and Soechting, J.F. (1970), "A displacement bounding principle in finite plasticity", Int. J. Solids Struct., 6, 1103-1118.
DOI
ScienceOn
|
24 |
Leu, L.J. and Tsou, C.H. (2001), "Second order analysis of planar steel frames considering the effect of spread of plasticity", Struct. Eng. Mech., 11(4), 423-442.
DOI
ScienceOn
|
25 |
Liew, R.J.Y., White, D.W. and Chen, W.F. (1993), "Second-order refined plastic-hinge analysis for frame design", J. Struct. Eng., 119(11), 3196-3216.
DOI
ScienceOn
|
26 |
Maier, G. and Drucker, D.C. (1973), "Effects of geometry changes on essential features of inelastic behaviour", J. Eng. Mech. Div., ASCE, 99, 819-834.
|
27 |
Massonnet, C. and Save, M. (1961), Calcul plastique des constructions, Centre Belgo-Luxembourgeois d'information de l'acier, Bruxelles (in French).
|
28 |
Mazzolani, F.M. and Gioncu, V. (2002), Ductility of Seismic-resistant Steel Structures, Spon Press, London.
|
29 |
Merchant, W. (1954), "The failure load of rigid jointed frameworks as influenced by stability", Struct. Eng., 32, 185-190.
|
30 |
Onat, E.T. (1955), "On certain second-order effects in the limit design of frames", J. Aeronaut. Sci., 22, 681-684.
DOI
|
31 |
Salencon, J. (2002), De l'elastoplasticite au calcul a la rupture, Editions de l'Ecole Polytechnique, Ellipses, Paris, 2002 (in French).
|
32 |
Polizzotto, C. and Borino, G. (1996), "Shakedown and steady-state response of elastic-plastic solids in large displacements", Int. J. Solids Struct., 33, 3415-3437.
DOI
ScienceOn
|
33 |
Salençon, J. (1966), "Expansion quasi-statique d'une cavité dans un milieu élastoplastique", Annales des Ponts et Chaussees, 3, 175-187 (in French).
|
34 |
Salençon, J. (1990), "An introduction to the yield design theory and its application to soil mechanics", Eur. J Mech A/Solids, 9(5), 477-500.
|
35 |
Save, M.A., Massonnet, C.E. and de Saxce, G. (1997), Plastic Limit Analysis of Plates, Shells and Disks, North-Holland Series in Applied Mathematics and Mechanics, Elsevier, Amsterdam.
|
36 |
Shanmugan, N.E. and Wang, C.M. (2005), Analysis and Design of Plated Structures (Volume 1: Stability), Woodhead Publishing Limited.
|
37 |
Siemaszko, A. and König, J.A. (1982), "Analysis of stability of incremental collapse of skeletal structures", J. Struct. Mech., 13, 301-312.
|
38 |
Wang, B., Lu, G. and Yu, T.X. (1995), "A numerical analysis of the large deflection of an elastoplastic cantilever", Struct. Eng. Mech., 3(2), March.
|
39 |
Weichert, D. (1990), "Unified formulation of statical shakedown criteria for geometrically nonlinear problems", Int. J. Plast., 6, 433-447.
DOI
ScienceOn
|
40 |
Yang, Y.B., Yau, J.D. and Leu, L.J. (2003), "Recent developments in geometrically nonlinear and postbuckling analysis of framed structures", Appl. Mech. Rev., 56(4), 431-449.
DOI
ScienceOn
|
41 |
Yu, T.X. and Johnson, W. (1982), "The plastica: The large elastic-plastic deflection of a strut", Int. J. Non-linear Mech., 17, 195-209.
DOI
ScienceOn
|
42 |
Yu, T.X. and Zhang, L.C. (1996), Plastic Bending - Theory and Applications, Series on Engineering Mechanics, Vol. 2, World Scientific, Singapore.
|
43 |
Ziegler, H. (1968), Principles of Structural Stability, Blaisdell Publishing Company, London.
|
44 |
Zhou, Z.H. and Chan, S.L. (2004), "Elastoplastic and large deflection analysis of steel frames by one element per member I: One hinge along member", J. Struct. Eng. 130(4), 538-544.
DOI
ScienceOn
|