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©2012 Civil-Comp Ltd |
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Keywords
|
D |
|
| damage |
58, 78, 79, 170, 291 |
| damage detection |
76, 77, 82, 83, 84, 85 |
| damage identification |
74 |
| damage localisation |
75, 81 |
| damaged structures |
257 |
| damping |
64, 109, 252, 287 |
| debonding |
46 |
| deck |
157 |
| deconstructability |
153 |
| deflection |
42 |
| deflection limit |
157 |
| deformation response |
6 |
| degree of rigidity |
5 |
| delamination |
46, 55 |
| demand capacity ratio |
244 |
| derivative-free methods |
62, 63 |
| design |
28, 60 |
| design of experiments |
229 |
| design rules |
267 |
| design shear force |
243 |
| diagnostic systems |
86 |
| diaphragm action |
17 |
| differential evolution |
277 |
| diffuse-field excitation |
193 |
| digitization |
242 |
| dimensionality reduction |
216 |
| direct multisearch |
64 |
| direct optimized probabilistic calculation |
113 |
| direct search |
65 |
| direct strength method |
25, 28, 30 |
| directional distortional hardening |
264 |
| Dirichlet-to-Neumann map |
53 |
| discrete element method |
119, 137, 249 |
| discrete optimization |
71 |
| discrete structural optimization |
283 |
| discrete wavelet transform |
262 |
| displacement-based |
24, 292 |
| dissipative bracing system |
292 |
| Distmesh tool |
220 |
| distortion fatigue |
111 |
| distortional failure |
30 |
| distributed network |
120 |
| distributed plasticity |
296 |
| distributed plasticity frame element |
24 |
| DMISF |
210 |
| DOProC |
113 |
| double cantilever beam |
55 |
| double porosity |
250 |
| drawer path |
36 |
| drift design |
27 |
| drop test |
273 |
| ductile fracture |
170 |
| Duffing oscillator |
253 |
| dynamic analysis |
19, 23, 103, 106, 133 |
| dynamic characteristics |
275 |
| dynamic crushing |
54 |
| dynamic graph products |
266 |
| dynamic half space models |
174, 175 |
| dynamic identification |
107, 180 |
| dynamic loads |
18 |
| dynamic monitoring system |
110 |
| dynamic non-linear analysis |
24 |
| dynamic parameters |
85 |
| dynamic relaxation |
240, 241 |
| dynamic response |
136 |
| dynamic stability |
179 |
| dynamic stiffness |
94, 99, 102 |
| dynamic structural analysis |
225 |
| dynamic train load |
109 |
| dynamics |
189, 228, 252 |
|
E |
|
| early age concrete |
265 |
| earthquake engineering |
285, 287, 291 |
| earthquake resistant structures |
287 |
| earthworks |
132 |
| eccentric loading |
163 |
| effect of initial imperfections |
162 |
| efficiency |
68 |
| eigenfrequency |
89, 109, 228 |
| eigenpairs |
93 |
| elastic intermediate restraint |
6 |
| elastic postbuckling |
15 |
| elastic properties |
259 |
| elastic support |
17 |
| elastically supported structures |
95 |
| elasticity |
144 |
| elastic-plastic properties |
263 |
| elastic-plastic truss |
268 |
| elastodynamics |
148 |
| electric potential method |
88 |
| elevated temperature |
30 |
| elimination methods |
59 |
| elliptical |
29 |
| embankment |
132 |
| embedded elements |
186 |
| end notched flexure |
55 |
| end-bearing stiffener |
10 |
| energetic solution |
58 |
| energy absorption |
54 |
| energy-based models |
61 |
| enhanced strain formulation |
46 |
| equilibrium paths |
127 |
| equipped sleeper |
111 |
| erosion coefficient |
26 |
| erosion of critical bifurcation load |
26 |
| erosion of post-buckled behaviour |
162 |
| error estimation |
211, 297 |
| errors |
80 |
| ESO/BESO methods |
70 |
| Euler-Bernoulli beam theory |
257 |
| Eurocode 3 |
267 |
| Eurocode 9 |
267 |
| evanescent modes |
93 |
| evolutionary algorithm |
60, 61, 68, 107, 135, 231 |
| exact dynamic stiffness matrix |
95, 100 |
| exact strip |
7 |
| exhaust gas recirculation cooler |
211 |
| expected risk |
298 |
| experimental |
11, 79, 121, 147, 168, 261 |
| explicit dynamics |
183 |
| extended discrete element method |
249 |
| extended finite elements method |
128 |
| external pressure |
43, 163 |
|
F |
|
| FADLESS |
106 |
| failure load |
141 |
| fatigue |
23, 104, 106, 107, 108, 109, 110, 112, 114, 115, 128 |
| fatigue crack propagation |
113 |
| fatigue cracks |
162 |
| FETI |
58 |
| fibre composites |
46 |
| fibre discretization |
24 |
| fibre reinforced polymer |
145, 281 |
| fibre reinforced solids |
50 |
| fibre reinforcement |
235 |
| fibre-matrix conform coupling |
50 |
| field measurement |
130 |
| field testing |
202 |
| filler beams |
109 |
| finite element joint modelling |
31 |
| finite element method |
1, 4, 5, 10, 12, 26, 29, 33, 35, 38, 41, 43, 47, 48, 49, 50, 54, 57, 75, 76, 78, 79, 81, 84, 85, 103, 115, 120, 129, 137, 140, 142, 143, 145, 148, 152, 158, 161, 166, 172, 173, 183, 188, 189, 190, 191, 192, 193, 195, 208, 215, 217, 224, 227, 232, 238, 239, 242, 249, 255, 257, 262, 270, 271, 272, 273, 281, 282, 293 |
| finite fracture mechanics |
141 |
| finite strip method |
51 |
| fire |
29, 261 |
| fire evacuation |
298 |
| fire risk |
298 |
| firefly algorithm |
73, 214 |
| first order plate theory |
47 |
| first ply failure |
47 |
| first-order shear deformation theory |
7 |
| fitted zero-range model |
53 |
| five layer beam |
42 |
| flanking noise transmission |
193 |
| flanking transmission |
194 |
| flat slab |
245 |
| flexible connections |
154 |
| flexural |
282 |
| flexural vibration |
91 |
| flexural-axial loading |
160 |
| flexural-torsional analysis |
19 |
| fluid-structure interaction |
70, 211, 215 |
| flying buttress |
125 |
| follower force |
229 |
| footbridge |
180 |
| force density method |
240 |
| force identification |
210 |
| form finding |
242 |
| foundation stiffness |
92 |
| four point bending tests |
37 |
| four-dimensional mesh generation |
148 |
| fractional derivative |
276 |
| fracture |
44, 128, 150 |
| fracture fields |
126 |
| fragility curve |
197 |
| free vibration |
90, 92, 96, 98, 102 |
| frequency based method |
76 |
| frequency domain |
133, 186 |
| frequency gap |
194 |
| frequency response function |
70 |
| friction |
147, 149, 241 |
| full scale tests |
33 |
| full strength connections |
13 |
| fully coupled problem |
265 |
| functionally graded |
94 |
| functionally graded actuator |
45 |
| functionally graded beams |
102 |
| functionally graded material |
51 |
| functionally graded plates |
223 |
| fuzzy control |
277 |
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