
Proceedings
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©2012 Civil-Comp Ltd |
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Keywords
|
P |
|
| pallet racks |
21 |
| panels |
168, 190 |
| pantograph-catenary interaction |
138, 139 |
| parameter identification |
262 |
| parametric |
189, 194 |
| parametric study |
33, 171 |
| partial strength connections |
13 |
| particle swarm optimization |
67, 68, 85, 206, 216, 220, 277 |
| passive method |
88 |
| path |
36 |
| PD5500 |
164 |
| pedestrian ramp |
283 |
| penalty methods |
183 |
| perfect bond |
251 |
| performance assessment |
291 |
| performance comparison |
68 |
| performance evaluation |
200 |
| periodic sliding |
146 |
| periodic structures |
53, 99 |
| phase field method |
232 |
| phononic materials |
209 |
| piecewise constant level set method |
233 |
| piezoelectric control |
45 |
| piezoelectric film |
88 |
| piezoelectric patches |
208 |
| pitched roof frames |
3, 16 |
| plastic collapse |
246 |
| plastic shell instability |
164 |
| plastic zone analysis |
22 |
| plasticity |
204 |
| plates |
94, 97, 101, 209, 223, 225 |
| p-mean criterion |
238 |
| PolyMAX Plus |
105 |
| polynomial chaos expansion |
216 |
| polyvinyl butyral |
173 |
| population size |
68 |
| poroelasticity |
250 |
| porous material |
265 |
| post-buckling |
10, 12, 28, 51, 167, 168 |
| post-buckling strength |
8 |
| post-critical response |
179 |
| post-tensioned concrete |
60 |
| potential energy |
237 |
| pounding |
286 |
| power series |
228 |
| prediction |
174, 175 |
| prescribed displacements |
237 |
| pre-stressed cable |
125 |
| principle of virtual displacements |
247 |
| probabilistic approach |
284 |
| probability |
207 |
| probability of failure |
113 |
| progressive collapse |
13, 243, 244, 245 |
| propagation modes |
217 |
| property distribution |
132 |
| punching shear |
245 |
| push-out tests |
152 |
| push-over |
8, 22, 122, 123, 200 |
| p-version finite element |
146 |
|
Q |
|
| quadratic |
181 |
| quantitative risk analysis |
298 |
| quantity of interest |
297 |
| quasi-brittle interfaces |
58 |
| quasi-continuum method |
252 |
|
R |
|
| rack |
26 |
| rack-sections |
25 |
| radial basis functions |
230 |
| radiation |
219 |
| radius of curvature |
145 |
| rail corrugation |
136 |
| railway |
107, 176 |
| railway bridge |
103, 108, 110, 111, 112, 133 |
| railway dynamics |
129, 139 |
| railway traffic effects on structures |
174, 175 |
| railway vibrations |
177 |
| rainflow counting |
114 |
| random variable |
113 |
| random vibration |
184, 289 |
| rational section's dimensions |
4 |
| Rayleigh-Ritz method |
90, 97 |
| reactor pool working platform |
288 |
| rectangular cavity |
93 |
| rectangular container |
90 |
| recursion relations |
89 |
| reduced integration |
46 |
| reduced model |
206 |
| reduced order modeling |
253 |
| refined models |
247 |
| refined zigzag theory |
254 |
| refuelling cover |
288 |
| reinforced concrete |
38, 72, 282 |
| reinforced concrete building |
290 |
| reinforced concrete columns |
161 |
| reinforced concrete frame |
243, 292 |
| reinforced masonry |
125 |
| reinforcement |
124, 127, 280 |
| relative stiffness |
7 |
| reliability |
206 |
| reliability based design optimization |
204, 215 |
| reliability based optimization |
203 |
| reliability-based design |
205 |
| repeated loading |
162 |
| research reactor |
288 |
| residual force vector method |
84 |
| residual stresses |
1 |
| resins |
56 |
| resistivity |
132 |
| resizing |
27, 69 |
| resonance |
109, 180 |
| response spectra |
287, 288, 294 |
| response surface approximation |
229 |
| restraint |
29 |
| retrofitting |
282, 283 |
| rheological models |
276 |
| rheological-dynamical limit analysis |
158 |
| ribbon |
222 |
| rigid block model |
117 |
| rigidity |
35 |
| ring-stiffened cylinder |
171 |
| riser |
271 |
| Ritz method |
75 |
| riveted bridge |
114 |
| riveted details |
112 |
| riveted joint |
107, 115 |
| robust design |
207 |
| robustness |
13, 206 |
| rods |
168 |
| roman stairs |
127 |
| rotation |
167 |
| rotational stiffness |
5 |
| rotordynamics |
210 |
| roughness |
143 |
| rubber-like materials |
61 |
|
S |
|
| sandwich beams |
37, 49 |
| sandwich components |
52 |
| sandwich structure |
42, 64, 254 |
| SAP2000 |
200 |
| saving fabrication expenses |
162 |
| saving steel |
162 |
| scaled boundary finite element method |
44 |
| scaling |
294 |
| scenario analysis |
298 |
| seated connections |
35 |
| second order |
17, 167 |
| secondary torsion moment deformation effect |
11, 296 |
| seismic analysis |
21, 202, 289, 295 |
| seismic design |
244, 287 |
| seismic evaluation |
201 |
| seismic isolation |
291 |
| seismic reliability |
198 |
| seismic retrofitting |
279, 290, 292 |
| seismic vulnerability |
196 |
| seismology |
284 |
| self-adaptive |
40 |
| semi-active control algorithms |
278 |
| semi-infinite elastic foundation |
92 |
| semi-rigid |
17, 34 |
| semi-rigid joints |
21 |
| semi-rigid space frameworks |
22 |
| semi-trivial solution |
179 |
| sensitivity analysis |
216 |
| sensors |
239 |
| separation distance |
286 |
| sequential quadratic programming |
238 |
| sequentially linear analysis |
58 |
| series expansion |
89 |
| shakedown |
134, 269 |
| shaking table platform |
294 |
| shallow shell |
98 |
| shape optimization |
67, 135, 220, 233, 238 |
| shear |
152, 165 |
| shear connection |
151, 153 |
| shear deficient |
38 |
| shear strength |
10 |
| shell buckling |
267 |
| shell theory |
267 |
| shells |
166, 169, 204, 221, 223, 228, 270 |
| short and medium span |
109 |
| shrinkage |
154, 157 |
| shunt damping technique |
208 |
| signal processing |
285 |
| signal's random character |
284 |
| silicon direct bonding |
143 |
| simulation |
272, 273, 295 |
| single lap joint |
141 |
| singular velocity field |
258 |
| singularity order |
44 |
| size optimization |
67 |
| skylight system |
274 |
| sliding splice |
36 |
| sliding wear |
146 |
| smart structures |
277 |
| snaking |
2 |
| snap-back |
58 |
| softening |
150 |
| software design |
255 |
| soil defect impact |
120 |
| soil-pile interaction |
293 |
| soil-structure interaction |
17, 120, 201 |
| solid-shell concept |
46 |
| sorption isotherms |
265 |
| space-time |
148 |
| speckle shearography |
74 |
| spectral analysis |
174, 175, 225 |
| spectral density |
178 |
| spectral element |
217 |
| spectrum analysis |
130 |
| spectrum-compatible accelerograms |
285 |
| spherical shell |
228 |
| splice |
36 |
| splines |
260 |
| stability |
12, 162, 183 |
| standards |
268 |
| standing wave modes |
93 |
| static analysis |
122 |
| statistical analysis |
83 |
| steady-state |
146 |
| steel |
29 |
| steel caging |
161 |
| steel concrete composite beams |
155 |
| steel frames |
13, 18 |
| steel moment frame |
27 |
| steel railway bridge |
104 |
| steel space frames |
71, 73 |
| steel structures |
5, 21, 32, 34, 36, 274 |
| steel viaduct |
107, 108 |
| steel-concrete composite floors |
20 |
| stiffness |
132 |
| stitch |
55 |
| stochastic loading |
207 |
| stochastic method |
284, 289 |
| stochastic reduced order models |
184 |
| stochastic subspace identification |
197 |
| strain energy |
77 |
| strain gauges |
110 |
| strain measurements |
87 |
| strengthening |
38, 161 |
| stress components |
57 |
| stress concentration |
48, 140, 142 |
| stress fields |
126 |
| stress resultant interaction |
14 |
| stress-constrained optimization |
235 |
| strong discontinuities |
186 |
| strong formulation |
225 |
| structural analysis |
232 |
| structural behaviour |
20 |
| structural control |
287 |
| structural coupling |
193 |
| structural damping |
52, 172 |
| structural dynamics |
23, 172, 217 |
| structural health monitoring |
76, 83, 86, 87, 104 |
| structural integrity |
288 |
| structural modelling |
279 |
| structural monitoring system |
111 |
| structural optimization |
66, 69, 71, 205, 232 |
| structural optimum design |
72 |
| structural reinforcement |
180 |
| structural system identification |
80 |
| structural ties |
245 |
| structural topology optimization |
236 |
| structure response models |
174, 175 |
| structure response spectra |
174, 175 |
| structure weight estimation |
56 |
| structure-borne sound |
195 |
| stud connector |
152 |
| Sturm-Liouville operator |
100 |
| subgrade |
134 |
| submarine pressure hulls |
164 |
| submarines |
43 |
| submodelling process |
115 |
| subspace fitting |
81 |
| subspace identification |
81 |
| superposition method |
78, 98 |
| surface energy |
143 |
| surface waves |
132 |
| surge motions |
271 |
| suspension system |
241 |
| SWAT |
210 |
| Swiss codes SIA 269 |
112 |
| symmetric topology |
236 |
| symmetry operation |
236 |
| system identification |
172, 173 |
| system recovery |
179 |
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