1 |
Alamatian, J. (2012), "A new formulation for fictitious mass of the Dynamic Relaxation method with kinetic damping", Comput. Struct., 90-91, 42-54.
DOI
|
2 |
Barnes, M.R. (1988), "Form-finding and Analysis of Prestressed Nets and Membranes", Comput. Struct., 30(3), 685-695.
DOI
ScienceOn
|
3 |
Clarke, M.J. and Hancock, G.J. (1995), "Design of Top Chord of Stressed-Arch Frames", J. Struct. Eng., 121(2), 201-213.
DOI
ScienceOn
|
4 |
Day, A.S. (1965), "An introduction to dynamic relaxation", The Eng., 219, 218-221.
|
5 |
Han, S.E. and Lee, K.S. (2003), "A Study of the Stabilizing Process of Unstable Structures", Comput. Struct. 81, 1677-1688.
DOI
ScienceOn
|
6 |
Jiang, X.M., Chen, H. and Liew, J.Y.R. (2002), "Spread-of-plasticity analysis of three-dimensional steel frames", J. Constr. Steel Res., 58(2), 193-212.
DOI
ScienceOn
|
7 |
Key, P.W., Murray, C.M. and Hwang, K.P. (2000), "The STRARCH STRessed-ARCH Building System From Concept To Application", Sixth Asian Pacific Conference on Shell and Spatial Structures, 363-370.
|
8 |
Lee, K.S., Han, S.E. and Park, T. (2011), "A simple explicit arc-length method using the dynamic relaxation method with kinetic damping", Comput. Struct., 89(1-2), 216-233.
DOI
ScienceOn
|
9 |
Lee, K.S. and Han, S.E. (2011a), "Geodesic shape finding of membrane structure with geodesic string by the dynamic relaxation method", Struct. Eng. and Mech., 39(1), 93-113.
DOI
|
10 |
Lee, K.S. and Han, S.E. (2011b), "Semi-Rigid Elasto-Plastic Post Buckling Analysis of a Space Frame with Finite Rotation", Int. J. Adv. Steel Constr., 7(3), 275-303
|
11 |
Lee, K.S. and Han, S.E. (2011c), "Explicit Stress-Erection and Ultimate Load Analysis of Unit STRARCH Frame Considering Geometrically and Materially Nonlinear Characteristics", J. Korean Soc. Steel Constr., 24(4), 429-438.
|
12 |
Lin, S.S. (1997), "Use of Filamented Beam Elements for Bored Pile Analysis", J. Struct. Eng., ASCE, 123(9), 1236-1244.
DOI
ScienceOn
|
13 |
Mari, A.R., Bairan, J.M. and Duarte, N. (2010), "Long-term deflections in cracked reinforced concrete flexural members", Eng. Struct., 32(3), 829-842.
DOI
ScienceOn
|
14 |
Rezaiee-Pajand, M. and Alamatian, J. (2010), "The dynamic relaxation method using new formulation for fictitious mass and damping", Struct. Eng. and Mech., 34(1), 109-133.
DOI
|
15 |
Rezaiee-Pajand, M. and Sarafrazi, S.R. (2010), "Nonlinear structural analysis using dynamic relaxation method with improved convergence rate". Int. J. Computational Methods, 7(4), 1-28.
DOI
|
16 |
Rezaiee-Pajand, M. and Alamatian, J. (2011), "Automatic DR Structural Analysis of Snap-Through and Snap-Back Using Optimized Load Increments". J. Struct. Eng., ASCE, 137(1), 109-116.
DOI
ScienceOn
|
17 |
Rezaiee-Pajand, M., Kadkhodayan, M., Alamatian, J. and Zhang, L.C. (2011), "A new method of fictitious viscous damping determination for the dynamic relaxation method", Comput. Struct., 89(9-10), 783-794.
DOI
ScienceOn
|
18 |
Rodriguez, J., Rio, G., Cadou, J.M. and Troufflard, J. (2011), "Numerical study of dynamic relaxation with kinetic damping applied to inflatable fabric structures with extensions for 3D solid element and non-linear behavior", Thin-Walled Struct., 49(11), 1468-1474.
DOI
ScienceOn
|
19 |
Topping, B.H.V. and Ivanyi P. (2007), Computer Aided Design of Cable-membrane Structures, Saxe-Coburg Publications.
|