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Start of Citation[PU]John Wiley & Sons, Ltd. (UK)[/PU][DP]1997[/DP]End of Citation

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Page 227

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



Page 228

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



wind loads on structures

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