Proceedings
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©2012 Civil-Comp Ltd |
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Keywords
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J |
|
| joint |
32, 140, 142 |
| junction |
192 |
|
K |
|
| kerb |
272 |
| Kirchhoff-Love rod theory |
222 |
|
L |
|
| ladder track |
136 |
| laminated beam |
41 |
| laminated composite plate |
47 |
| laminated composites |
254 |
| laminated glass |
173 |
| laminated plate |
45, 75 |
| laminates |
39, 48, 224 |
| Laplacian matrix |
266 |
| L'Aquila earthquake |
199 |
| large deflection |
22, 182 |
| large deformation |
47 |
| large span space trusses |
31 |
| lateral-torsional buckling |
167 |
| LATIN method |
230 |
| level set method |
232 |
| lightweight |
190, 191, 192, 194 |
| lightweight periodic structure |
193 |
| limit analysis |
14, 117, 124 |
| limit load |
258 |
| limited kinematical hardening |
269 |
| linear constraints |
59 |
| linear programming |
117 |
| linear static analysis |
243 |
| linear systems |
184 |
| lipped channels |
25 |
| Lipschitz condition, |
62 |
| liquid-coupled vibration |
90 |
| living tissues |
260 |
| load and resistance factor design |
73 |
| load-slip curve |
152 |
| local approaches |
115 |
| local importance measure |
213 |
| local stability analysis |
31 |
| local state method |
58 |
| local vibration fatigue |
110 |
| local vibrations |
107 |
| local-distortional interaction |
25 |
| localized damage |
76 |
| long term monitoring |
106 |
| loss factor |
52 |
| low-cycle fatigue |
159 |
| low-rise buildings |
244 |
| LS-DYNA |
272 |
| L-shaped beam |
229 |
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