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Start of Citation[PU]John Wiley & Sons, Ltd. (UK)[/PU][DP]1997[/DP]End of Citation
title:author:publisher:isbn10 | asin:print isbn13:ebook isbn13:language:subjectpublication date:lcc:ddc:subject:
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Index
A
Aerodynamic admittance function 58-66, 78, 145, 157-160
Aerodynamic damping 76-77, 82, 83, 101, 117-121, 154
Aerodynamic derivatives 144, 145, 148-156
Aeroelasticity 117, 118, 129, 157, 180
Altitude factor 35
Along-wind response 75-107
Anticyclonic wind 13
Atmospheric boundary layer 6, 7, 11, 19-48
Atmospheric stability 22, 23
Autocorrelation function 39, 40, 197
Autospectrum of wind velocity 5-7
B
Background turbulence factor 50, 57, 59, 70, 75, 77, 78, 93
Background turbulent response 84, 92, 93, 100, 106, 107
Bandwidth 113-115, 128, 139
Bending modes 143-145, 149, 150, 153, 154, 168, 169
Bluff bodies 79-107
Bora 16
Boundary layer 14, 19-48
Boundary-layer wind tunnels 187
Bridges 69, 101-104, 143-172
Broad-band process 68
Buffeting 143, 145, 151, 155-161
Buildings 50-55, 69, 70, 101, 102
C
Canadian code NBC 1990 30, 124-128, 132, 140-142
Characteristic wind load 49, 50, 57, 69
Chimney 61, 71-73, 83, 101, 102, 121-142
CICIND model code 126, 127, 132-135, 141, 142
Codes 3
Coefficient of variation 192, 193
Coherence 45, 116, 145, 199
Co-influence function 62, 63, 65, 84, 92, 94
Cold front 9, 10
Concrete chimneys 127, 128
Conditional probability 194, 195
Corrected logarithmic profile 29-30
Correlations 116-118, 128-131, 160, 161, 195-197
Cosine transform 198
Co-spectrum 45-47, 59, 61, 62, 94
Coupling of modes 143-145, 149, 150, 155, 156, 161-166
Covariance 195-202
Critical wind velocity 110, 111, 120, 126, 130, 131, 134, 138, 139, 143, 147, 154, 157-159, 163-167, 170-172, 175
Cross-spectrum 44-47, 199
Cross-wind loading 112-121
Cross-wind vibration 109-142
Cyclone 10, 11, 13
Cylinder 57, 131, 181-183
D
Damping 76, 118-121, 133-135, 175
Damping ratio 77, 140, 149, 153, 154
Davenport's load model 56-60
Davenport spectrum 43, 44
Decay constant 61-63, 106
Deck-end effects 169, 170
Deflections 76-77, 117, 118, 122, 129-135, 139, 141
Den Hartog criterion 175
Design examples 101-105
Design procedures 97-107, 135, 136, 165-166
Direction factor 35
Divergence velocity 147, 165
Drag 76, 145, 146, 173-175, 179
Drop wind 17
Dust devil 18
Dynamic coefficient 70-73, 106
E
Eddies 50, 56, 58
Energy 161, 162
Equivalent static gust 50, 61, 62, 64, 66
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Equivalent static load 75, 76, 125
Erection strategies 167-169
Escarpment 32-33, 69
Eurocode 1 3, 8, 25, 26, 32-38, 64, 68-73, 106, 107, 130-135, 137-142, 172
Exponential distribution 205, 206
Exposure coefficient 69, 70
Extreme structural response 81, 82
Extreme winds 33-38
F
Fatigue 135, 136
Flat plates 144-147, 151, 152, 164, 165
Fluctuating wind load 55-60, 82
Flutter 143, 144, 149, 154, 161-172, 217-219
Foehn 16, 17
Fourier transforms 149, 155, 199
Frequency response function 77, 214
Friction 19
Friction velocity 24
Froude number 180
Froude's model law 178, 180
Frozen turbulence 40, 42
Full-scale tests 177
G
Galloping 173- 175
Gaussian distribution 192, 195
Geostrophic wind 11, 12
Global atmospheric circulation 8-11
Global wind forces 70-73
Gradient wind 12, 13
Gust 7
Gust factor 50, 57, 59, 75, 78, 82, 99
H
Harris spectrum 43, 44
Hill 32-33, 69
Horizontal bridge deflections 143
Hurricane 15-16, 52
I
Inertia forces 178, 180
Inhomogeneous terrain 31-33
Integral length scale 39-44, 98-99
Internal boundary layer 31-32
Internal wind load 68, 70
Introduction 1
Inversion 22
J
Jensen number 183, 184
Jensen's model law 178, 183-186
Joint acceptance function 81, 87-90, 94-97, 122, 156
K
Kaimal spectrum 42, 43
Kinematic viscosity 125, 131
L
Large structures 57-60
Length scale 39-44, 98-99
Lift 113-116, 145, 146, 148, 173-175
Line-like areas 62-64
Line-like structures 82-91
Lock-in 117, 12, 136
Logarithmic decrement 83, 118, 119, 123, 131, 139-141
Logarithmic profile 24, 69
M
Mean wind velocity 7, 8, 20, 21, 24-31, 35
Mean response 83, 84, 91
Mean value 192-197
Meteorological classification 5-8
Modal loads 149, 150
Mode shapes 211, 212
Model laws 178-186
Moment load 145-148
Monsoon 15
Motion-induced wind load 147-154
Moving average filter 62, 63, 65, 66
Multiple integrals 207-209
N
Narrow-band process 68
Natural wind 19-48
Neutral stability 22
P
Peak factor 49, 50, 57, 59, 66-68, 70, 75, 78, 99, 106, 124
Phase spectrum 116
Piteraq 17
Plate-like structures 91-97
Point-like structures 56, 57, 70, 76-77
Poisson process 204
Polar front 9, 10
Polar wind 9
Power-law profile 30-31
Power-spectral density 41-44, 48, 57
Pressure 50-55, 57, 61, 62, 68-70
Pressure coefficient 55
Pressure correlation 57-58, 80
Probability 191-195
Probability density function 192-195
Q
Quad-spectrum 45
R
Random variables 191 - 196
Rayleigh distribution 34, 194
Rectangular areas 64-66
Reference wind velocity 35-38
Regularity factor 67, 68
Representative frequency 78
Resonant frequency 78
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