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                             57 results found
no title author magazine year volume issue page(s) type
1 A comparison of analytical–numerical models for nonlinear vibrations of cylindrical shells Jansen, E.L.
 2004
 31-32 p. 2647-2658
12 p.
 article
2 Adaptive refinement analysis using hybrid-stress transition elements Lo, S.H.
 2006
 31-32 p. 2212-2230
19 p.
 article
3 A fifth-order multiple-scale solution for Hopf bifurcations Dessi, D.
 2004
 31-32 p. 2723-2731
9 p.
 article
4 An element-based displacement preconditioner for linear elasticity problems Augarde, C.E.
 2006
 31-32 p. 2306-2315
10 p.
 article
5 A Ritz procedure for optimisation of cylindrical shells, formed by a nearly symmetric and balanced angle-ply composite laminate, with fixed minimum frequency Tizzi, Silvano
 2006
 31-32 p. 2159-2173
15 p.
 article
6 Asymptotic non-linear normal modes for large-amplitude vibrations of continuous structures Touzé, C.
 2004
 31-32 p. 2671-2682
12 p.
 article
7 A time integration scheme with energy–momentum conservation for a shell formulation with arbitrary geometric and material non-linearities Sansour, Carlo
 2004
 31-32 p. 2753-2763
11 p.
 article
8 Author Index 2004
 31-32 p. XXI-XXIII
nvt p.
 article
9 Best performing parameters of linear and non-linear seismic base-isolator systems obtained by the power flow analysis Falsone, G.
 2006
 31-32 p. 2291-2305
15 p.
 article
10 Buckling, flutter and vibration analyses of beams by integral equation formulations Elfelsoufi, Z.
 2005
 31-32 p. 2632-2649
18 p.
 article
11 Calendar 2004
 31-32 p. I-
1 p.
 article
12 Calendar 2005
 31-32 p. I-II
nvt p.
 article
13 Calendar 2006
 31-32 p. I-
1 p.
 article
14 Chaotic oscillations of a shallow cylindrical shell with a concentrated mass under periodic excitation Nagai, Ken-ichi
 2004
 31-32 p. 2607-2619
13 p.
 article
15 Comparative study of analytical and numerical algorithms for designing reinforced concrete sections under biaxial bending Bonet, J.L.
 2006
 31-32 p. 2184-2193
10 p.
 article
16 Contents for Volume 82 2004
 31-32 p. III-XIX
nvt p.
 article
17 Coupled model for the non-linear analysis of anisotropic sections subjected to general 3D loading. Part 1: Theoretical formulation Bairan Garcia, Jesus Miguel
 2006
 31-32 p. 2254-2263
10 p.
 article
18 Coupled model for the nonlinear analysis of sections made of anisotropic materials, subjected to general 3D loading. Part 2: Implementation and validation Bairan Garcia, Jesus Miguel
 2006
 31-32 p. 2264-2276
13 p.
 article
19 Damage analysis and numerical simulation for failure process of a reinforced concrete arch structure Tang, X.S.
 2005
 31-32 p. 2609-2631
23 p.
 article
20 Damage detection by an adaptive real-parameter simulated annealing genetic algorithm He, Rong-Song
 2006
 31-32 p. 2231-2243
13 p.
 article
21 Deformable strut and tie model for the calculation of the plastic rotation capacity Lopes, Sérgio M.
 2006
 31-32 p. 2174-2183
10 p.
 article
22 Determination of design moments in bridges constructed with a movable scaffolding system (MSS) Kwak, Hyo-Gyoung
 2006
 31-32 p. 2141-2150
10 p.
 article
23 Dynamic analysis of eccentrically prestressed viscoelastic Timoshenko beams under a moving harmonic load Kocatürk, T.
 2006
 31-32 p. 2113-2127
15 p.
 article
24 Editorial board 2004
 31-32 p. IFC-
1 p.
 article
25 Editorial board 2006
 31-32 p. CO2-
1 p.
 article
26 Effect of non-linear modal interaction on the dynamic instability of axially excited cylindrical shells Gonçalves, P.B.
 2004
 31-32 p. 2621-2634
14 p.
 article
27 Eight-node quadrilateral double-curved surface element for membrane analysis Hegyi, Dezső
 2006
 31-32 p. 2151-2158
8 p.
 article
28 Energy-to-peak performance controller design for building via static output feedback under consideration of actuator saturation Du, Haiping
 2006
 31-32 p. 2277-2290
14 p.
 article
29 Finite element analysis of two-dimensional electrochemical–mechanical response of ionic conducting polymer–metal composite beams Toi, Yutaka
 2005
 31-32 p. 2573-2583
11 p.
 article
30 Finite element-based analysis of shunted piezoelectric structures for vibration damping Becker, Jens
 2006
 31-32 p. 2340-2350
11 p.
 article
31 Free vibration analysis of complete paraboloidal shells of revolution with variable thickness and solid paraboloids from a three-dimensional theory Kang, Jae-Hoon
 2005
 31-32 p. 2594-2608
15 p.
 article
32 General method of analysis for composite beams with longitudinal and transverse partial interaction Ranzi, G.
 2006
 31-32 p. 2373-2384
12 p.
 article
33 Geometrically non-linear force method for assemblies with infinitesimal mechanisms Luo, Yaozhi
 2006
 31-32 p. 2194-2199
6 p.
 article
34 Geometrical nonlinearities on the static analysis of highly flexible steel cable-stayed bridges Freire, A.M.S.
 2006
 31-32 p. 2128-2140
13 p.
 article
35 Identification of damage in an aeroelastic system based on attractor deformations Epureanu, Bogdan I.
 2004
 31-32 p. 2743-2751
9 p.
 article
36 IFC: Editorial board 2005
 31-32 p. CO2-
1 p.
 article
37 LSFD method for accurate vibration modes and modal stress-resultants of freely vibrating plates that model VLFS Wang, C.M.
 2006
 31-32 p. 2329-2339
11 p.
 article
38 Lyapunov definition and stability of regular or chaotic vibration modes in systems with several equilibrium positions Mikhlin, Yu.V.
 2004
 31-32 p. 2733-2742
10 p.
 article
39 Mathematical modelling and finite element simulation of smart tubular composites Bondarev, P.
 2006
 31-32 p. 2385-2395
11 p.
 article
40 Micromechanical analysis of interfacial debonding in unidirectional fiber-reinforced composites Caporale, A.
 2006
 31-32 p. 2200-2211
12 p.
 article
41 Modeling adiabatic temperature rise during concrete hydration: A data mining approach Evsukoff, Alexandre G.
 2006
 31-32 p. 2351-2362
12 p.
 article
42 Monte Carlo simulation-compatible stochastic field for application to expansion-based stochastic finite element method Noh, Hyuk-Chun
 2006
 31-32 p. 2363-2372
10 p.
 article
43 Multiscale analysis of defective multiple-Hopf bifurcations Luongo, Angelo
 2004
 31-32 p. 2705-2722
18 p.
 article
44 Neural network weight training by mutation Jenkins, W.M.
 2006
 31-32 p. 2107-2112
6 p.
 article
45 Non-linear normal modes of a simply supported beam: continuous system and finite-element models Mazzilli, Carlos E.N.
 2004
 31-32 p. 2683-2691
9 p.
 article
46 Nonlinear vibrations of rectangular plates with different boundary conditions: theory and experiments Amabili, M.
 2004
 31-32 p. 2587-2605
19 p.
 article
47 On a composite implicit time integration procedure for nonlinear dynamics Bathe, Klaus-Jürgen
 2005
 31-32 p. 2513-2524
12 p.
 article
48 Parametric instability of a circular cylindrical shell with geometric imperfections Catellani, G.
 2004
 31-32 p. 2635-2645
11 p.
 article
49 Practical crack control during the construction of precast segmental box girder bridges Moon, Do-Young
 2005
 31-32 p. 2584-2593
10 p.
 article
50 Preface Amabili, Marco
 2004
 31-32 p. 2585-
1 p.
 article
51 Proper orthogonal decomposition of direct numerical simulation data of by-pass transition Sengupta, Tapan K.
 2004
 31-32 p. 2693-2703
11 p.
 article
52 PSRI elements for the Reissner–Mindlin free plate Chinosi, C.
 2005
 31-32 p. 2559-2572
14 p.
 article
53 Spatial stability of shear deformable curved beams with non-symmetric thin-walled sections. II: F. E. solutions and parametric study Kim, Moon-Young
 2005
 31-32 p. 2542-2558
17 p.
 article
54 Spatial stability of shear deformable curved beams with non-symmetric thin-walled sections. I: Stability formulation and closed-form solutions Kim, Moon-Young
 2005
 31-32 p. 2525-2541
17 p.
 article
55 The application of Hamiltonian dynamics and averaging to nonlinear shell vibration Popov, A.A.
 2004
 31-32 p. 2659-2670
12 p.
 article
56 The simulation of 3D elastic scattering produced by thin rigid inclusions using the traction boundary element method Tadeu, António
 2006
 31-32 p. 2244-2253
10 p.
 article
57 Two-dimensional finite element upper bound limit analysis of masonry bridges Cavicchi, Andrea
 2006
 31-32 p. 2316-2328
13 p.
 article
                             57 results found
 
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