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©2012 Civil-Comp Ltd |
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Keywords
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A |
|
| ABAQUS |
195 |
| acceptance criteria |
243 |
| accident evaluation |
298 |
| acoustic radiation |
218 |
| acoustics |
189 |
| active control of structures |
277 |
| actuator |
239 |
| adaptive tensegrity module |
239 |
| added mass |
212 |
| adhesion |
48, 140 |
| adhesive joints |
141, 145 |
| adhesively-bonded joint |
142 |
| ADINA |
211 |
| adjacency matrix |
266 |
| admissible functions |
97 |
| advanced analysis |
22 |
| aerodynamic property |
135 |
| affinity model |
248 |
| age control |
40 |
| Albanian seismic code 1989 |
200 |
| algebra of distributions |
289 |
| aluminium design |
267 |
| aluminium foam |
259 |
| aluminium structure |
172 |
| aluminum alloy |
38 |
| ambient vibration |
106, 196, 197 |
| analysis of variance |
166 |
| analytical model |
79 |
| analytical solution |
185, 246 |
| aneurysm |
188 |
| annular |
182 |
| annular plates |
96 |
| ANSYS |
38, 43, 164, 195 |
| ant colony |
66, 71 |
| applied problems |
62 |
| applied software |
4 |
| approximations |
167 |
| arbitrary Lagrangian-Eulerian method |
171 |
| arch failure |
125 |
| arches |
121 |
| artificial accelerograms |
285 |
| assemblies |
230, 297 |
| assembling imperfections |
16 |
| assessment of existing railway bridges |
112 |
| asymmetric topology |
236 |
| asymptotic |
89, 144 |
| attenuation |
130 |
| automated design |
160 |
| automated node search |
234 |
| automated structural design process |
234 |
| automotive |
65 |
| auto-parametric systems |
179 |
| axial compression |
163 |
| axial force |
161 |
| axial vibration |
91 |
| axisymmetric |
182 |
| axisymmetric yield |
43 |
|
B |
|
| back-to-back lipped channel sections |
33 |
| ballast |
103 |
| ballasted track |
130, 137 |
| band gaps |
209 |
| bar |
296 |
| base connection |
5 |
| BCLAMB |
43 |
| beam |
12, 19, 76, 77, 282 |
| beam element |
37, 151 |
| beam structure |
84, 85, 247 |
| beam theory |
57 |
| beams |
79 |
| beam-to-column |
34 |
| benchmark study |
221 |
| bending |
57, 182 |
| bending loading |
119 |
| bending moment |
161 |
| bidirectional ground motion |
289 |
| biomechanics |
188 |
| black-box functions |
62 |
| blast event |
274 |
| block and tackle |
241 |
| bond-slip |
151, 159 |
| bottle |
270 |
| Bouc-Wen model |
24 |
| bound constraint |
63 |
| boundary element method |
19, 208, 296 |
| boundary integral equations |
227 |
| braced frames |
198 |
| bridge |
60, 79, 106, 109, 178, 291 |
| bridge inspection |
112 |
| bridging scale method |
252 |
| brittle material |
126 |
| BS EN 12767 |
272 |
| BS EN 1317 |
272 |
| BSI PAS68 |
272 |
| B-spline continuity |
222 |
| buckling |
1, 2, 6, 17, 18, 28, 43, 165, 166, 170, 205, 224, 279 |
| building |
189, 190, 191, 192, 194 |
| building acoustics |
195 |
| building aggregates |
199 |
| buttress |
125 |
|
C |
|
| C0-continuous finite elements |
254 |
| cable net |
241 |
| cable structures |
240 |
| CANDU fuel |
91 |
| cantilever stairs |
127 |
| carbon fibre reinforced polymer |
279, 282 |
| carbon nanotubes |
99 |
| cask |
273 |
| catenary |
128 |
| catenary action |
245 |
| catenary power transmission |
138 |
| cellular steel beam |
4 |
| cement hydration |
265 |
| change of frequencies |
82 |
| charged system search |
82 |
| chord failure resistance |
32 |
| circular beam |
89 |
| circular cylinder |
43 |
| circular plate |
96, 182 |
| civil engineering |
86, 87 |
| classical laminate theory |
44 |
| classical plate theory |
51 |
| closed form solution |
239, 247 |
| clutch |
147 |
| coaxial joint |
140 |
| co-evolution |
40 |
| cohesive fracture |
145 |
| cohesive law |
55 |
| cohesive zone model |
170 |
| cokriging |
230 |
| cold formed sections |
1 |
| cold formed steel columns |
25, 30 |
| cold formed steel joints |
33 |
| collision |
286 |
| collocation |
101, 223 |
| column base connection |
17 |
| column removal |
13 |
| columns |
29 |
| column-to-beam strength ratio |
27 |
| combinatorial optimization |
73 |
| combined forces |
152 |
| complementarity |
14 |
| complementary energy |
126 |
| complex variables |
227 |
| compliant |
231 |
| composite airframes |
56 |
| composite beam |
57, 151, 153, 154, 251 |
| composite connection |
156 |
| composite laminates |
49 |
| composite material |
52, 279 |
| composite structures |
213, 279 |
| composites |
39, 40, 43, 55, 101, 224, 280 |
| compressibility |
61 |
| computational fluid dynamics |
135 |
| computer aided design |
272 |
| computer aided detection |
120 |
| concrete |
248, 261 |
| concrete filled steel tube |
156 |
| concrete slab track |
134 |
| cone penetration test |
132 |
| confidence bounds |
105 |
| confidence level |
198 |
| configuration processing |
266 |
| conical shells |
163, 164 |
| connection |
34, 36, 155 |
| consequence analysis |
298 |
| constraint |
66, 183 |
| constraint handling |
67 |
| constraint relaxation |
280 |
| construction monitoring |
86, 87 |
| contact |
146, 149, 170 |
| contact forces |
108, 133, 139 |
| contact laws |
116 |
| contact mechanics |
129 |
| contact wire |
128 |
| continuation method |
275 |
| continuous beam |
6 |
| control commands |
239 |
| control profile |
120 |
| convergence |
226, 256 |
| convex optimization |
269 |
| core compressibility |
49 |
| cork |
52 |
| correspondence principle |
262 |
| corrosion |
159 |
| co-simulation |
129 |
| Cosserat point element |
181 |
| cost |
60, 205 |
| cost optimization |
72 |
| coupling |
93, 190 |
| crack identification |
88 |
| crack insertion |
150 |
| cracked beams |
257 |
| cracking units |
117 |
| creep |
154, 157 |
| crippling |
168 |
| critical flutter load |
229 |
| critical time step |
183 |
| cross section |
160 |
| cumulative damage |
162 |
| curvature |
154 |
| curve element |
222 |
| curved fibre finite elements |
50 |
| curved track |
138 |
| cyclic analysis |
8 |
| cyclic loading |
151 |
| cylindrical shells |
165 |
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