روش رهایی پویا برای محاسبه بار کمانشی قاب‌ها

Alamatian J, “A new formulation for fictitious mass of the Dynamic Relaxation method with kinetic damping”, Computers & Structures, 2012, 90-91, 42-54.

Alamatian J, “Displacement-based methods for calculating the buckling load and tracing the post-buckling regions with dynamic relaxation method”, Computers & Structures, 2013, 114-115 (0), 84-97.

Brew JS, Brotton DM, “Nonlinear structural analysis by dynamic relaxation”, International Journal for Numerical Methods in Engineering, 1971, 3 (4), 463-483.

Bunce JW, “A note on the estimation of critical damping in dynamic relaxation”, International Journal for Numerical Methods in Engineering, 1972, 4 (2), 301-303.

Cassell A, Kinsey P, Sefton D, “Cylindrical shell analysis by dynamic relaxation, in ICE Proceedings”, 1968, Ice Virtual Library, 75-84.

Chajes A, “Principles of Structural Stabiliy Theory”, 1974, Engelwood Cliffs, NJ: Prentice Hall.

Chen WF, Lui EM, “Structural Stability: Theory and Implementation”, 1987, PTR Prentice Hall.

Day AS, “An introduction to dynamic relaxation”, The Engineer, 1965, 219, 218-221.

Deshpande S, “Buckling and post buckling of structural components”, in Mechanical Engineering, 2010, United States, Texas, Ann Arbor.

Felippa CA, “Dynamic relaxation under general increment control”, Mathematical Programming, 1982, 24, 103-133.

Frankel SP, “Convergence rates of iterative treatments of partial differential equations”, Math. Tables and Other Aids to Computation, 1950, 4 (30), 65-75.

Hook PM, Rushton KR, “Buckling of beams and plates onto an intermediate support studied by the dynamic relaxation method”, The Journal of Strain Analysis for Engineering Design, 1975, 10 (3), 153-158.

Kadkhodayan M, Alamatian J, Turvey GJ, “A new fictitious time for the dynamic relaxation (DXDR) method”, International Journal for Numerical Methods in Engineering, 2008, 74 (6), 996-1018.

Kadkhodayan M, Zhang LC, Sowerby R, “Analyses of wrinkling and buckling of elastic plates by DXDR method”, Computers & Structures, 1997, 65 (4), 561-574.

Kaveh A, Salimbahrami B, “Buckling load of symmetric plane frames using canonical forms”, Comput. Struct., 2007, 85 (17-18), 1420-1430.

Lee KS, Han SE, Park T, “A simple explicit arc-length method using the dynamic relaxation method with kinetic damping”, Computers & Structures, 2011, 89 (1-2), 216-233.

Munjiza A, “A Km proportional damping for dynamic relaxation”, International Journal for Engineering Modelling, 1996, 9 (1-4), 1-9.

Munjiza A, Owen DRJ, Crook AJL, “An M(M-1K)m proportional damping in explicit integration of dynamic structural systems”, International Journal for Numerical Methods in Engineering, 1998, 41 (7), 1277-1296.

O'Rourke M, Zebrowski T, “Buckling load for nonuniform columns”, Computers & Structures, 1977, 7 (6), 717-720.

Otter JRH, “Computations for prestressed concrete reactor pressure vessels using dynamic relaxation”, Nuclear Structural Engineering, 1965, 1 (1), 61-75.

Otter JRH, Day AS, “Tidal computations”, The Engineer 1960, 289, 177-182.

Otter J, et al., “Discussion: dynamic relaxation, in ICE Proceedings”, 1967, Ice Virtual Library. 723-750.

Papadrakakis M, “A method for the automatic evaluation of the dynamic relaxation parameters”, Computer Methods in Applied Mechanics and Engineering, 1981, 25 (1), 35-48.

Qiang S, “An adaptive dynamic relaxation method for nonlinear problems”, Computers & Structures, 1988, 30 (4), 855-859.

Ramesh G, Krishnamoorthy CS, “Post-buckling analysis of structures by dynamic relaxation”, International Journal for Numerical Methods in Engineering, 1993, 36 (8), 1339-1364.

Ramesh G, Krishnamoorthy CS, “Inelastic post-buckling analysis of truss structures by dynamic relaxation method”, International Journal for Numerical Methods in Engineering, 1994, 37 (21), 3633-3657.

Rezaiee Pajand M, Alamatian J, “Nonlinear dynamic analysis by dynamic relaxtion method”, Structural Engineering & Mechanics, 2008, 28 (5), 549-570.

Rezaiee Pajand M, Alamatian J, “The dynamic relaxation method using new formulation for fictitious mass and damping”, Structural engineering & mechanics, 2010, 34 (1), 109-133.

Rezaiee Pajand M, Alamatian J, “Automatic DR structural analysis of snap-through and snap-back using optimized load increments”, Journal of Structural Engineering, 2011, 137 (1), 109-116.

Rezaiee Pajand M, Kadkhodayan M, Alamatian J, “Timestep selection for dynamic relaxation method”, Mechanics Based Design of Structures and Machines, 2012, 40 (1), 42-72.

Rezaiee Pajand M, Kadkhodayan M, Alamatian J, Zhang LC, “A new method of fictitious viscous damping determination for the dynamic relaxation method”, Computers & Structures, 2011, 89 (9-10), 783-794.

Rushton KR, “Large deflexion of variable-thickness plates”, International Journal of Mechanical Sciences, 1968, 10 (9), 723-735.

Rushton KR, “Postbuckling of tapered plates”, International Journal of Mechanical Sciences, 1969, 11 (5), 461-480.

Tajmir Riahi H, Zaynalian M, Rabiei A, “A numerical study on seismic behavior of K-braced cold formed steel frames”, Journal of Civil and Environmental Engineering, University of Tabriz, 2017, 47.3 (88), 47-58.

Turvey G, Wittrick W, “The large deflection and post-buckling behaviour of some laminated plates”, Aeronautical Quarterly, 1973, 24, 77-86.

Underwood P, “Dynamic relaxation (in structural transient analysis)”, Computational methods for transient analysis (A 84-29160 12-64). Amsterdam, North-Holland, 1983, 245-265.

Wood WL, “Note on dynamic relaxation”, International Journal for Numerical Methods in Engineering, 1971, 3 (1), 145-147.

Zhang LC, Kadkhodayan M, Mai YW, “Development of the maDR method”, Computers & Structures, 1994, 52 (1), 1-8.

Zhang LG, Yu TX, “Modified adaptive Dynamic Relaxation method and its application to elastic-plastic bending and wrinkling of circular plates”, Computers & Structures, 1989, 33 (2), 609-614.