Proceedings
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©2012 Civil-Comp Ltd |
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Keywords
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G |
|
| Galerkin method |
98 |
| Gaussian noise |
184 |
| Gauss-Lobatto quadrature |
149 |
| generalized patch test |
226, 256 |
| genetic algorithms |
59, 60, 61, 68, 84, 277 |
| geometric irregularities |
133 |
| geometrical non-linearity |
50 |
| geometry optimization |
214 |
| geophysical |
132 |
| geotechnical |
132, 187 |
| ghost forces |
252 |
| global minimum |
63 |
| global optimization |
62 |
| global sensitivity |
213 |
| global stability analysis |
31 |
| graph theory |
100 |
| graphene |
99 |
| ground model |
132 |
| ground motion |
287, 294, 295 |
| ground vibration |
174, 175 |
| group theory |
236 |
| GSA 2003 Guidelines |
243 |
| guide tubes |
288 |
|
H |
|
| harmonic coupled finite-strip method |
158 |
| harmonic wavelet transform |
285 |
| harmony search algorithm |
72 |
| hat-sections |
25 |
| heat and mass transport |
265 |
| heat generation |
146 |
| heat production |
147 |
| heat transport |
248 |
| heave motions |
271 |
| heterogeneous |
150 |
| heuristics |
72 |
| high performance implementation |
138 |
| high performing computing |
203 |
| higher order modes |
217 |
| higher order plate theories |
96 |
| higher order spatial derivative |
74, 75 |
| highly undermatched welded joints |
258 |
| high-speed train |
135 |
| high-strength bolts |
153 |
| historical centres |
199 |
| Hoek-Brown criterion |
123 |
| hollow sections |
31 |
| holonomic constraints |
14 |
| holonomic-plastic behaviour |
122 |
| homogenization |
39, 209, 250, 259, 281 |
| hourglass stabilization |
46 |
| hp-FEM |
149 |
| human comfort |
20 |
| human induced vibration |
172 |
| hybrid numerical model |
185 |
| hybrid-Trefftz |
150 |
| hydration |
248 |
| hydrocarbon |
29 |
| hydrodynamic mass effect |
288 |
| hydro-thermo-mechanical analysis |
248 |
| hyperelasicity |
181 |
| hyperelastic material |
61, 188 |
| hyperelasticity |
260 |
| hypergraph products |
266 |
| hysteresis |
24 |
| hysteresis behaviour |
8, 278 |
| hysteresis energy |
201 |
| hysteresis model |
151 |
|
I |
|
| ill-conditioning |
59 |
| impact |
272, 273 |
| impact load |
130 |
| imperfection factor |
26 |
| imperfection sensitivity |
15 |
| impulsive loads |
287 |
| in situ experimental tests |
174, 175 |
| incompatible element |
187 |
| incomplete data |
85 |
| incompressible transversely isotropic materials |
260 |
| incremental dynamic analysis |
159 |
| indentation |
263 |
| InDiCa tool |
138 |
| indirect methods |
172 |
| industrial optimisation |
216 |
| inelastic inter-story drift ratio |
201 |
| inelastic torsion |
296 |
| infinite domain |
219 |
| infinite order determinant |
100 |
| influence on people |
176, 177 |
| initial geometric imperfections |
166 |
| initial post-buckling stage |
7 |
| inner and outer cylinder |
270 |
| inspection of structure |
113 |
| instrumented turnout |
131 |
| intensity indicator |
295 |
| interactive buckling |
163 |
| interface |
150 |
| interior-point algorithm |
269 |
| inter-laminar damage |
254 |
| interpolation error |
251 |
| irregularity |
290 |
| ISF |
210 |
| isogeometric analysis |
220, 221 |
| isotropic |
94 |
| iterative procedure |
133 |
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