| Summaries |
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1 | (8) |
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9 | (20) |
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9 | (3) |
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Extratropical Cyclones or Temperate Systems |
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12 | (1) |
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13 | (6) |
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14 | (2) |
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16 | (1) |
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Spectral Density Function |
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16 | (2) |
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Length Scales of Turbulence |
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18 | (1) |
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Stability of the Atmosphere |
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19 | (3) |
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19 | (1) |
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20 | (2) |
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Stable and Unstable Atmospheres |
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Application to Wind Tunnels |
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Application to the Wind Engineer |
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22 | (7) |
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Displacement Height and Ground Roughness |
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23 | (1) |
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24 | (2) |
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Justification for Using Strong Wind Data |
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26 | (3) |
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Smoke Dispersion in the case of Fire |
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Removal of Effluent from Buildings |
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Flow Around Bluff Bodies in Turbulent Flow |
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29 | (28) |
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Shear-free Flow (Two Dimensional) |
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31 | (17) |
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31 | (4) |
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Pressure, Force and Moment Coefficients |
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Separation and Reattachment |
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35 | (4) |
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Turbulence in the Approaching Air |
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Effective Reynolds Number |
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Difference between Sharp-Edges and Rounded Buildings |
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39 | (2) |
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Oscillatory Flow Patterns |
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41 | (5) |
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46 | (2) |
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Electrified Train Overhead Line |
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48 | (9) |
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48 | (4) |
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52 | (2) |
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Separation Bubble on Roof |
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54 | (1) |
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Effect of Proximity of Other Buildings |
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55 | (2) |
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57 | (60) |
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62 | (18) |
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63 | (1) |
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Relation between Peak Value of Wind Speed and Pressure Coefficient |
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63 | (1) |
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Effect of Size (TVL Formula) |
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64 | (3) |
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67 | (1) |
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Effect of Proximity of Other Buildings (Funnelling) |
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68 | (1) |
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Extreme Values of Pressure |
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69 | (2) |
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Values of Internal Pressure |
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71 | (3) |
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Analysis for Determination of Internal Pressure in Small Volumes |
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74 | (1) |
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Calculation of Loads and Moments from Measurement of Pressure |
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75 | (5) |
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80 | (1) |
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80 | (25) |
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82 | (2) |
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84 | (1) |
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Equation of Motion for a Whole Member: Generalised Mode Displacement |
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85 | (3) |
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Lateral (or Cross Wind) Galloping |
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88 | (7) |
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95 | (2) |
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Torsional Galloping and Divergence |
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97 | (3) |
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Reynolds Number Excitation (Drag Saddles) |
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100 | (1) |
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101 | (1) |
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102 | (3) |
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Frequency Dependant Members |
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105 | (9) |
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Mechanical Admittance Factor |
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106 | (2) |
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Dynamic Augmentation Factor |
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108 | (1) |
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Effect of Natural Frequency |
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109 | (1) |
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110 | (1) |
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111 | (1) |
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Dynamic Augmentation Factor Calculation |
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111 | (1) |
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112 | (2) |
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114 | (3) |
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The Addition of a Damper When There is Relative Movement between Two Parts of the Structure |
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114 | (1) |
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Dampers Providing a Reference Point |
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114 | (3) |
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117 | (22) |
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118 | (1) |
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General Points and Typical Pit-falls |
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119 | (3) |
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Wind Tunnel Investigation |
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122 | (14) |
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Criteria of Acceptability |
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123 | (13) |
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Comparison with Empty Spaces |
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136 | (3) |
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139 | (18) |
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140 | (15) |
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140 | (1) |
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141 | (1) |
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141 | (2) |
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Impingement of Rain on a Vertical Wall |
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143 | (5) |
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Prediction of the Probability of the Occurrence of Rain |
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Prediction of the Probability of the Quantity of Rain |
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148 | (5) |
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On the Face of a Building with a Solid Wall |
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A Roof Over an Area with Open Sides |
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153 | (1) |
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Calculations Which Can Be Made |
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153 | (2) |
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Possibility of Occurrence of Rain |
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Estimates of the Maximum Deposition on a Wall in a Spell |
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Estimates of the Maximum Deposition on a Wall in a Short Period |
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Estimation of the Probability of Rain Penetration of Overhang/Barrier |
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155 | (2) |
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156 | (1) |
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157 | (24) |
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158 | (1) |
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159 | (9) |
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159 | (1) |
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160 | (1) |
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160 | (1) |
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General Leakiness of Building |
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The Value of the Internal Pressure and Calculation Procedure |
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161 | (5) |
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Two Separate Volumes Joined by an Opening |
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166 | (2) |
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A Central Building with Multiple Satellites |
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168 | (1) |
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168 | (7) |
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168 | (6) |
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174 | (1) |
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175 | (6) |
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175 | (4) |
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179 | (1) |
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179 | (2) |
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181 | (8) |
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183 | (1) |
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183 | (3) |
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186 | (1) |
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187 | (1) |
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187 | (1) |
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187 | (2) |
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189 | (20) |
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191 | (2) |
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Breaking Cleanly at the Top of a Chimney |
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193 | (9) |
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Dynamic Similarity for Tall Chimneys |
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193 | (2) |
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The Value of the Velocity Ratio |
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195 | (1) |
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Influence of Adjoining Buildings or Members |
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196 | (2) |
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198 | (1) |
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Ground Level Concentration |
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199 | (1) |
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Concentration on Emission |
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199 | (1) |
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Vertical Velocities and Inversions etc |
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200 | (1) |
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Dealing with Many Chimneys on a Building |
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200 | (2) |
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Emissions from the Roof of a Building |
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202 | (3) |
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Measurement of Concentrations |
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205 | (1) |
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205 | (4) |
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209 | (14) |
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209 | (2) |
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211 | (2) |
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213 | (10) |
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223 | (24) |
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224 | (22) |
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The Effect of Shear and Turbulence |
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224 | (2) |
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Generation of an Atmospheric Boundary Layer in a Wind Tunnel |
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226 | (2) |
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228 | (5) |
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Hot Wire Anemometer Variations |
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Laser Doppler Anemometers |
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233 | (7) |
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The Use of Tubing: Attenuation and Amplification |
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Multi-banks of Transducers |
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Measurement of Quasi-Static Loads |
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240 | (4) |
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Measurement of Dynamic Loads |
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244 | (1) |
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Concentrations in Emissions |
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245 | (1) |
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246 | (1) |
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247 | (30) |
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247 | (5) |
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248 | (1) |
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249 | (3) |
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252 | (9) |
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Moments of the Probability of Density Function |
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252 | (2) |
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Transformation of Variables |
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254 | (1) |
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254 | (7) |
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Gaussian or Normal Distribution |
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Mixed Distribution for Negative Pressures |
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Mutually Exclusive Events |
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Mutually Inclusive Events |
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Measurement of Time or Frequency |
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261 | (4) |
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Spectral Density Function |
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261 | (1) |
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Two-sided Spectral Density Function |
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262 | (1) |
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263 | (1) |
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Effect of Instrumentation Averaging Time and Sample Length |
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263 | (2) |
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Accuracy of Fast Fourrier Transform |
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265 | (1) |
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265 | (1) |
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266 | (11) |
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267 | (1) |
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Fisher Tippett Type 1 Solution |
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The Return Period or the Mean Recurrent Interval |
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Extremes Knowing Maxima of a Number of Samples |
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268 | (6) |
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Extremes from ``Peak over Threshold Values'' |
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Probability Expression by Gringorton |
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Best Linear Unbiased Estimator (BLUE) Method |
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Extreme Values from the Weibull Distribution for Wind Speed |
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274 | (3) |
| References |
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277 | (4) |
| Subject Index |
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281 | |
Lisainfo e-raamatute kohta