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Computers and structures, Tập 121, Số 1, 2013
Mục lục:
DòngNội dung
1Uncertain initial imperfections via probabilistic and convex modeling: Axial impact buckling of a clamped beam / Wim Verhaeghe and others
2Steady state response of fractionally damped nonlinear viscoelastic arches by residue harmonic homotopy / A.Y.T. Leung and others
3Modified hysteretic damping model applied to Timoshenko timber beams / Nathalie Labonnote, Anders Rønnquist and Kjell Arne Malo
4Coupling extended multiscale finite element method for thermoelastic analysis of heterogeneous multiphase materials / S. Zhang and others
5An equilibrium method for the global computation of critical configurations of elastic linkages / Attila Kocsis
6Direct simulation of the tensioning process of cable-stayed bridges / Jose Antonio Lozano-Galant and others
7Modelling cohesive crack growth in concrete beams using scaled boundary finite element method based on super-element remeshing technique / Chaolei Zhu, Gao Lin and Jianbo Li
8A mixed beam model with non-uniform warpings derived from the Saint Venànt rod / Alessandra Genoese, Andrea Genoese, Antonio Bilotta, Giovanni Garcea
9Harmonic response computation of poroelasticmultilayered structures using ZPST shell elements / Jean-Daniel Chazot, Benoit Nennig and Emmanuel Perrey-Debain