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1 | (102) |
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1 | (3) |
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4 | (7) |
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11 | (9) |
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20 | (7) |
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27 | (17) |
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44 | (8) |
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52 | (15) |
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67 | (8) |
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75 | (14) |
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89 | (5) |
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94 | (9) |
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Approach of Mechanical Behaviour and Rupture of Cohesive Granular Media. Validation on a Model Medium |
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103 | (10) |
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103 | (1) |
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104 | (3) |
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Experimental characterisation of cohesion |
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107 | (2) |
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Comparison between numerical and experimental behaviour of a cohesive granular medium |
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109 | (2) |
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111 | (2) |
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Phase Change of Volatile Organic Compounds in Soil Remediation Processes |
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113 | (12) |
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113 | (1) |
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Phase Change of a Volatile Organic Compound in Soil |
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114 | (2) |
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Self-removal of a contaminant in a soil |
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116 | (4) |
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120 | (2) |
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122 | (3) |
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Thermo-mechanical Behaviour of a Soil. Yield Surface Evolution |
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125 | (10) |
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125 | (1) |
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126 | (2) |
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Studied soil, experimental device and procedure |
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128 | (2) |
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130 | (3) |
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133 | (2) |
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Water Transport in Soil with Phase Change |
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135 | (8) |
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135 | (1) |
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Water Transport Model in a Non Saturated Soil |
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136 | (1) |
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Experimental Study of the Phase Change |
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137 | (1) |
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Self Drying of a Soil at Low Water Content |
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138 | (2) |
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140 | (3) |
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Tunnels in Saturated Elasto-plastic Soils: Three-dimensional Validation of a Plane Simulation Procedure |
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143 | (22) |
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143 | (2) |
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Procedure for plane simulation of tunneling in saturated ground |
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145 | (1) |
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The poro-elastoplastic model |
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146 | (2) |
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Finite element formulation |
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148 | (1) |
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Numerical simulations of tunneling in a saturated ground |
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149 | (13) |
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162 | (3) |
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A Plasticity Model and Hysteresis Cycles |
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165 | (8) |
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165 | (1) |
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166 | (1) |
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166 | (2) |
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Cyclic loading and unloading |
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168 | (1) |
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Description of the hardening tensor |
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169 | (1) |
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Analysis of the plastic evolution |
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169 | (1) |
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Computation of hysteritic responses |
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170 | (1) |
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Identification through hysteresis cycles |
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171 | (1) |
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172 | (1) |
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Computational Analysis of Isotropic Plasticity Models |
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173 | (28) |
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173 | (1) |
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Problem set up. Continuum formulation |
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174 | (3) |
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Discrete formulation and return map. 3D case |
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177 | (2) |
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The GH tensor and its inverse |
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179 | (2) |
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Consistent tangent. 3D case |
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181 | (3) |
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The plane stress problem. Formulation and return map solution |
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184 | (4) |
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Consistent tangent. Plane stress case |
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188 | (1) |
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189 | (6) |
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195 | (6) |
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197 | (1) |
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Coefficients for the 3D consistent tangent |
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198 | (2) |
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Coefficients for the 2D consistent tangent |
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200 | (1) |
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A Non-Linear Hardening Model Based on Two Coupled Internal Hardening Variables: Formulation and Implementation |
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201 | (10) |
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201 | (1) |
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Thermodynamic formulation of a plasticity model with linear kinematic/isotropic hardening |
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202 | (2) |
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A generalization of the four-parameter model with linear kinematic / isotropic hardening |
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204 | (1) |
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Implementation and some numerical results |
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205 | (2) |
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207 | (4) |
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Comparison between Static and Dynamic Criteria of Material Stability |
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211 | (24) |
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211 | (2) |
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A one-dimensional example |
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213 | (4) |
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Static criteria of material stability |
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217 | (6) |
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Dynamic criteria of material stability |
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223 | (2) |
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Some connections among material stability criteria |
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225 | (7) |
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232 | (3) |
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Material Damage Description via Structured Deformations |
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235 | (20) |
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235 | (3) |
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Micromechanically-motivated kinematical description via structured deformation theory |
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238 | (3) |
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Structured deformations in a thermodynamical framework |
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241 | (3) |
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Response of compressive/tensile panels under shear |
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244 | (5) |
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Proposal for an experimental calibration of the model |
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249 | (6) |
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Singular equilibrated stress fields for no-tension panels |
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255 | (12) |
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255 | (1) |
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256 | (3) |
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259 | (8) |
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Damage of Materials: Damaging Effects of Macroscopic Vanishing Motions |
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267 | (10) |
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267 | (2) |
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269 | (2) |
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The variational problem and the weak existence result |
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271 | (1) |
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Passage to the limit for vanishing external forces |
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272 | (1) |
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273 | (4) |
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A Numerical Method for Fracture of Rods |
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277 | (16) |
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277 | (1) |
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Preliminaries on known mathematical results on free discontinuity problems |
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278 | (3) |
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The one-dimensional problem |
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281 | (12) |
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288 | (5) |
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Softening Behavior of Reinforced Cementitious Beams |
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293 | (10) |
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293 | (1) |
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294 | (2) |
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Cross-section beam equations |
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296 | (1) |
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297 | (6) |
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An Experimental and Numerical Investigation on the Plating of Reinforced Concrete Beams with FRP Laminates |
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303 | (12) |
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303 | (1) |
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304 | (4) |
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308 | (2) |
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310 | (5) |
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Reliability of CFRP Structural Repair for Reinforced Concrete Elements |
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315 | (8) |
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315 | (1) |
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316 | (1) |
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317 | (2) |
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319 | (1) |
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Adhesion between composite and cementitious materials |
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320 | (3) |
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Elastic Plates with Weakly Incoherent Response |
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323 | (10) |
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323 | (1) |
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Weakly Incoherent Transversally Isotropic Plates |
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324 | (1) |
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325 | (1) |
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326 | (2) |
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328 | (5) |
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A Finite Element for the Analysis of Monoclinic Laminated Plates |
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333 | (12) |
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333 | (1) |
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First-Order Laminate Theory (FSDT) |
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334 | (2) |
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Mixed-Enhanced Finite-Element Formulation |
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336 | (1) |
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337 | (5) |
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342 | (3) |
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A Mixed FSDT Finite-Element Formulation for the Analysis of Composite Laminates Without Shear Correction Factors |
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345 | (14) |
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345 | (1) |
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346 | (2) |
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Evaluation of the Shear Stress Profile |
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348 | (1) |
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349 | (2) |
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351 | (2) |
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353 | (3) |
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356 | (3) |
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On the use of Continuous Wavelet Analysis for Model Identification |
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359 | (10) |
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359 | (1) |
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Theoretical background for the continuous wavelet analysis |
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360 | (3) |
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Modal analysis and modal identification with CWT |
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363 | (6) |
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Propagation of Phase Change Front in Monocrystalline SMA |
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369 | (10) |
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369 | (1) |
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A convenient thermomechanical framework |
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370 | (1) |
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371 | (2) |
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Modelling and numerical simulations |
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373 | (4) |
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377 | (2) |
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Entropy balance versus energy balance |
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379 | (10) |
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379 | (1) |
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The two laws of thermodynamics |
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380 | (2) |
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An equivalent formulation. The entropy balance |
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382 | (1) |
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An example. Heat conduction with the entropy balance |
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383 | (1) |
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The Stefan problem with the entropy balance |
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384 | (3) |
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A sophisticated phase change with thermal memory |
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387 | (1) |
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387 | (2) |
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On the Choice of the Shunt Circuit for Single-mode Vibration Damping of Piezoactuated Structures |
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389 | (12) |
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389 | (1) |
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The electromechanical model |
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390 | (2) |
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Optimization of the shunt circuit |
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392 | (5) |
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397 | (4) |
| Authors Index |
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401 | |
Lisainfo e-raamatute kohta