Two non-probabilistic set-theoretical models for dynamic response and buckling failure measures of bars with unknown-but-bounded initial imperfections
Tài liệu tham khảo
Alefeid, 1983
Ben-Haim, 1989, Non-probabilistic models of uncertainty in the nonlinear buckling of shells with general imperfections: theoretical estimates of the knockdown factor, ASME Journal of Applied Mechanics, 56, 403, 10.1115/1.3176097
Ben-Haim, 1990
Deif, 1991
Elishakoff, 1978, Axial impact buckling of a column with random initial imperfections, ASME Journal of Applied Mechanics, 45, 361, 10.1115/1.3424302
Elishakoff, 1978, Impact buckling of thin bar via Monte Carlo method, ASME Journal of Applied Mechanics, 45, 586, 10.1115/1.3424366
Koning, C., Taub, J., 1934. Impact buckling of thin bars in the elastic range hinged at both ends. NACA TM 748 (translation from German)
Lindberg, 1965, Impact buckling of a thin bar, ASME Journal of Applied Mechanics, 32, 312, 10.1115/1.3625801
Lindberg, 1991, Dynamic response and buckling failure measures for structures with bounded and random imperfections, ASME Journal of Applied Mechanics, 58, 1092, 10.1115/1.2897690
Malyshev, 1966, Stability of columns under impact compression, Izvestiya Akademii Nauk SSSR Mekhanika, Tverdogo Tela, 1, 137
Moore, 1979
Pantelides, 2001, Comparison of fuzzy set and convex model theories in structural design, Mechanical Systems and Processing, 15, 499, 10.1006/mssp.2000.1379
Qiu, 1995, Natural frequencies of structures with uncertain but non-random parameters, Journal of Optimization Theory and Applications, 86, 669, 10.1007/BF02192164
Qiu, 1998, Antioptimization of structures with large uncertain-but-non-random parameters via interval analysis, Computer Methods in Applied Mechanics and Engineering, 152, 361, 10.1016/S0045-7825(96)01211-X
Qiu, 2001, Stability robustness bounds for linear state-space models with structured uncertainty based on ellipsoidal set-theoretic approach, Mathematics and Computers in Simulation, 56, 35, 10.1016/S0378-4754(00)00200-7
Qiu, 2001, An approximate method for the standard interval eigenvalue problem of real non-symmetric interval matrices, Communications in Numerical Methods in Engineering, 17, 239, 10.1002/cnm.401
Qiu, 1996, The bound set of possible eigenvalues of structures with uncertain but non-random parameters, Chaos, Solitions & Fractals, 7, 1845, 10.1016/S0960-0779(96)00041-0
Rao, 1997, Analysis of uncertain structural systems using interval analysis, AIAA Journal, 35, 727, 10.2514/2.164