index [link.springer.com]978-3-319-17… · · 2017-08-29index a aaburg, 408, 409 ... 229–232,...
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Index
AAaburg, 408, 409
AASHTO, 17, 18, 32, 38–42, 73, 126, 129,
132, 147, 148, 155, 211
Abdel-Sayed, G., 229, 231, 239, 249, 253, 254,
258, 265
Accorsi, M.L., 210
Advanced Composite Materials in
Bridges and Structures (ACMBS)
Network, 279
Aesthetics, 171, 399, 404, 407, 408, 411, 413,
414, 420
Agarwal, A.C., 6, 122, 134, 148, 255, 261, 264,
298, 360
Aguiniga, A., 286
Aly, A., 154
American Concrete Institute (ACI), 154, 155,
288, 295
American Society for Testing Materials
(ASTM), 240, 250, 251, 279, 286, 359
Analysis, 30, 35, 36, 38, 41, 42, 44, 61–70,
73–75, 77–80, 82, 83, 85, 86, 88, 90,
95–99, 117, 118, 167, 171–173, 175,
177–184, 178–201, 221, 233, 285,
326, 337, 344–348, 350–352,
385–388
ANDECAS, 185–202
Animal overpass, 266–267
Aramid fibre reinforced polymer (AFRP), 272,
273, 282, 286, 288, 300
Arches, 119, 249, 255, 261, 266, 414–419
Arching, 117–123, 125–128, 131, 132,
134–139, 157, 171, 201–205, 229,
235–239, 258, 263, 265
Arroyo, 359
Atlantic Industries Ltd., 266, 268
BBackfill, 229, 231, 233, 235, 238–240, 244,
245, 253, 254, 256–258, 260–265, 267,
352
Bakht, B., 18, 19, 29, 35, 41–43, 51, 62, 63, 66,
74, 80, 83, 85, 88–91, 95, 98, 107, 119,
122, 125, 127, 134, 142, 143, 146, 153,
154, 178–181, 192, 210, 213, 214, 218,
221–223, 239, 243, 253, 255, 259, 261,
264, 285, 299, 320, 324, 325, 338, 343,
346, 347, 350, 358, 360, 385, 413
Bank, L.C., 280
Banthia, N., 277, 278
Bares, R., 36
Barrier wall, 143, 144, 215, 287
Basler, K., 68
BD21/93, 29–31
Bedding, 229–231, 255, 257, 264
Beddington Trail Bridge, 284
Bednarek, 266, 267
Beta method, 397
Billington, D., 407, 413
Bisby, 296
Bolt hole, 251
Brewer, W.E., 262, 263
BridgeWIM (BWIM) system, 355–360, 364,
366, 367, 374, 375, 377, 379, 395, 397
Buckland, P.G., 16, 17
Butterworth filter, 378, 382, 385
Butt joints, 209, 210, 214
© Springer International Publishing Switzerland 201
B. Bakht, A. Mufti, Bridges, DOI 10.1007/978-3-319-17843-14215
CCanadian highway bridge design code
(CHBDC), 8, 12–17, 19, 20, 28, 44–48,
107, 142, 147, 148, 154, 155, 157, 193,
197, 198, 201, 211–215, 218, 225, 239,
240, 243, 244, 246–248, 250, 252–254,
256, 266, 276–279, 283–288, 290, 293,
294, 300–302, 304
Canadian Standards Association (CSA), 38, 42,
165, 198, 275, 290, 295
Cantilever slab of infinite length, 178
Cantilever slab of semi-infinite length, 183
Cantilever span, 175, 176, 183
Carbon fibre reinforced polymer (CFRP), 145,
151, 154, 272, 274, 282–288, 300
Chan, 48, 57, 59–61
Chang, 149
Chatham bridge, 153, 154
Cheese factory bridge, 260
Christenson, 373
Class A loading, 50
Clem, D.A., 262
CL-W Truck, 13, 20, 252
Collins, K.R., 26
Compaction, 229, 240, 254, 256, 257, 260, 262,
263
Computer graphics, 413–415, 417, 420
Conduit, 229–232, 234–239, 241, 243, 244,
247–261, 263–267
Conduit wall, 230, 231, 235–239, 243, 244,
247–251, 253, 255–259, 261, 263–265
Confederation bridge, 284, 413
Connecticut method, 358
Constant C, 378–379
Controlled low strength material (CLSM),
262–266
Convergence of results, 85, 86
Corrugation profile, 241, 242, 267
Cover to reinforcement, 285–286
Crack control reinforcement, 288
Craigellachie bridge, 404, 405
Critical fibre length, 273
Crown, 230, 231, 234, 236, 245–248, 250, 252,
256–260, 264, 403, 410
Csagoly, P.F., 3, 4, 125, 210, 211, 320
Cultural motif, 413–420
CULWAY, 357
Cusens, A.R., 37, 42, 49, 51, 74, 103, 105–108
DDas, 207
Dead load factor, 28, 30, 196
Dead load thrust, 246–247
Deck slab, 8, 51, 55, 56, 60–63, 66–69, 76, 96,
97, 117–159, 162, 165, 167, 171,
173–176, 180, 181, 183, 277–279, 282,
285, 287, 337, 345, 347, 349, 350
Deep corrugations, 230, 231, 234, 241, 243,
244, 247, 250–252, 254, 265, 266
Depth of cover, 230, 246, 252
Design live load, 2, 7–19, 32, 38, 214, 244
Design vehicle, 9–13, 39
deV Batchelor, B., 122, 124, 127, 278
Diagnostic test, 326
Diaphragms, 56, 57, 66, 75, 90, 119, 120, 127,
128, 135, 136, 139, 142, 147, 156–158,
221, 284
Dilger, W.H., 180, 181
Dimokis, A., 210
Distribution coefficient method, 36–38, 42,
83–85, 95
Dome, 414–419
Dorton, R.A., 3, 4, 126, 142, 324
Dowling, 359
DTRUCK, 14
Duncan, J.M., 263
Dyduch, 149
Dynamic load allowance (DLA), 19, 20, 28, 30,
196, 197, 199, 239, 244
Dynamic test, 19, 146, 307
EEden, 300, 302
Edge stiffening, 122, 132, 138–142, 157, 160,
173, 175, 179, 181
Elleby, H.A., 41
El-Salakawy, 288
EMPA, 271
Engineered backfill, 240, 253, 256, 262
Engineered soil, 229–231
Epistemology, 399
Equivalent base length, 3–6
Erki, M.-A., 221, 298
Essery, 256
ETH Zurich, 410
Ethics, 399
FFatigue limit state (FLS), 28
Fibre reinforced bridges, 280
Fibre reinforced composite, 273
Fibre reinforced concrete, 272–274, 277,
286–287
422 Index
Fibre reinforced polymer (FRP), 155, 157–158,
225, 273–277, 280–290, 293–297, 299,
301–303
Fibres, 273–276, 278–279
Fibre volume fraction, 159, 273, 278, 279
Force analysis, 35, 173
FORTA Corporation, 135, 139
Foundation, 230, 238, 254–255
Fox Lake Bridge, 217, 218
Free bending moment diagram, 75
Free edges, 157, 172
Free shear force diagram, 75
Frosch, 288
GGalleta bridge, 352
Gangarao, H.V.S., 210
Ganter bridge, 410, 411
Ghali, A., 181
Girges, Y.F., 238
Glass fibre reinforced polymer (GFRP), 133,
145, 151, 154, 155, 158, 159, 204, 205,
223, 224, 272, 274, 276–278, 280, 281,
285, 286, 288, 298–304
Golden Mean, 401–404
Golden ratio, 401–403
Graphite, 276
Grout laminated wood deck (GLWD), 224, 225
Grout-laminated bridges, 224–225
HHarman, 356, 357
Harmonic analysis of beams, 77–80
Hartley, J.D., 263
Haunch, 230, 255, 257, 260, 261, 264
Hay, 300, 302
Hendry, A.W., 74
Hewitt, B.E., 122, 127
Heywood, 357
Hitsuishi-jima, 412
Holland, D.A., 178–180
Homam, 298
Hook, W., 262
Hsiung, B., 413
Hurd, J., 262
IIndian Road Congress (IRC), 50, 52, 54
Internal panel, 173, 175–176
Internally restrained deck slabs, 122–133
Invert, 229, 230, 236, 238, 253, 255, 260
Isotropic reinforcement, 126, 129
Issa, M., 278
Iwakuro-jima, 412
JJacob, 359
Jaeger, L.G., 18, 42, 62, 63, 66, 74, 80, 83, 85,
88–90, 95, 98, 107, 127, 179, 210, 213,
214, 221, 271, 324, 325, 338, 347, 385,
413, 414
Japanese method, 358
Johns, 302
Jung, F.W., 4
KKennedy, D.J.L., 27
Kevlar, 276
Khanna, 132
Kollbrunner, C.F., 68
Krishna, J., 57
LLatheef, I., 210
Lee, J.K., 250
Leonhardt, F., 413
Limaye, 151, 154
Limit states design, 27–28
Lindquist bridge, 153, 154
Little, G., 36–38, 49, 57
Live load factor, 30, 32, 197
Live load thrust, 239, 247–248
Logic, 399
Long, 233–236
Longitudinal arching, 237, 238
Longitudinal direction, 230
Longitudinal flexural rigidity, 36, 43, 56, 65,
101, 103, 237
Longitudinal seam strength, 250–251
Longitudinal torsional rigidity, 36, 67, 68, 101,
103
Low modulus fibres, 278
Luxor, 404, 405
Lyari River Path, 414, 419
MMachida, A., 290
Madsen, H.D., 25, 26, 207
Maheu, J., 143
Maillart, R., 407–410
Malvar, 132
Marienfelde bridge, 281, 282
Massonnet, C., 36
Index 423
Matsui, 147–150
Mattsson, 265
Meier, U., 271, 272, 284
Memon, 149, 151, 154
Menn, C., 407, 410, 411
Metaphysics, 399
Micrograph, 277, 278
Mikhailovsky, L., 251
Ministry of Transportation of Ontario (MTO),
122, 125, 126, 142, 143, 145, 299
Mitchell, 207
Morice, P.B., 36–38, 49, 57
Moses, F., 43, 356
Mufti, A.A., 73, 90, 91, 119, 134, 135, 139,
145, 147, 152–154, 159, 163, 167,
180, 183, 221, 225, 233, 236, 271, 274,
277, 279, 285, 299, 307, 343, 346, 413,
414
Multi-presence in one lane, 15–16
Multi-presence in several lanes, 17–19
Murison, 226, 227
Mythe bridge, 404–406
NNCHRP, 287
Neale, K., 296
Near surface mounted reinforcement (NSMR),
274, 286, 293, 294
NEFMAC, 145
New Jersey type barrier, 143
Newhook, J.P., 152, 154, 159, 163, 164, 166,
202, 290
NLGA, 213, 300
Nominal dead load, 28, 196
Nominal failure strength, 28, 196
Normal distribution, 24, 25, 27
Nowak, A., 26
Nylon, 276
OOhta, T., 407, 412, 413
Ojio, 357, 360
Ontario Highway Bridge Design Code
(OHBDC), 12, 13, 15–20, 29–32, 38,
41, 42, 44, 117, 126–130, 132, 136, 138,
139, 141, 142, 198, 211, 212, 214, 220,
229, 239, 253
Ontario provincial standards specification
(OPSS), 212
Orthotropic plate, 36, 40–42, 51, 73, 74, 104–
114
PPama, R.P., 37, 42, 49, 51, 74, 103
PAN-based carbon fibres, 273
Panel, 173, 175–176
Parthenon, 401–405
Petrou, 149
Pinjarkar, S.G., 19
Plastic hinge, 244
PLATO, 51, 100, 109–114
PLATOIN, 101, 108, 110–112
Polypropylene, 276
Portage Creek Bridge, 299, 300
Prestress losses, 218–221
Probabilistic mechanics, 20–27
Proof test, 222, 346
PUNCH, 163–166, 168
Punching shear, 120–122
Pythagorean theorem, 400, 401
RRacine, 302
Reduction factor, 7, 9, 17–20, 30, 48, 250
Rehabilitation, 143, 154, 210, 211, 215, 274,
276, 286, 293–300, 326
Relieving slab, 259
Resistance factors, 17, 28–30, 197, 212, 243,
244, 249, 286, 289, 294, 295
Riel, L., 406, 407
Rise, 230, 231, 249, 252, 260, 266, 267
Rizkalla, 283
Rodin, 408, 409
Root, 91, 104, 143, 161, 171–176, 179–183
Rope, 272, 273, 286
Rowley, 359
SSafety index, 23–26
Salginatobel, 408–410
Salmon river bridge, 152–154
Sanders, W.W., Jr., 41
Sargent, D.D., 154
Scaled-down, 17, 233
Scott, 357
SECAN, 58, 90–102, 99–102, 110–114, 388
SECANIN, 91, 93, 99, 101, 110
Sen, R., 277, 278
Serviceability limit state (SLS), 27, 28, 243,
244, 274, 285, 288
Sexsmith, R.G., 16, 17
Shallow corrugations, 231, 234, 243, 250, 252,
253, 265
424 Index
Shear-weak grillages, 88–89
Shehata, E.F., 290
Sheikh, 298
Shoulder, 231
Sioux Narrows Bridge, 207
Smoothing, 382–385
Soil classification, 240, 247
Soil-steel bridges, 229, 231–234, 236,
239–241, 243, 244, 252, 256–265
Span, 27, 69, 93, 101, 172, 231, 378
Springline, 230, 231, 236, 250, 257, 260, 261,
264
Standard proctor density, 240, 256, 263
Steel-wood composite bridges, 221, 222
Stockton soil-steel bridge, 266
Strength analysis, 35
Stressed-log bridges, 222–225
Structural health monitoring (SHM), 279, 307,
352
Sundquist, 265
Sunniberg bridge, 411
Super●Cor®, 241, 242, 266, 267
Svecova, 300
Szerszen, 149
TTadros, G., 181, 283, 284, 407, 412
Taljsten, B., 293
Tariq, 290
Tavanasa, 408, 409
Taylor, R.J., 210, 211, 218
Telford, T., 404, 406
Tendon, 218, 223–225, 273, 277, 280–288, 295
Teng, J.G., 280, 295, 296
Tharmabala, T., 210, 221
Thickness ratio, 127, 173, 175, 176, 179, 183
Thrust beams, 260, 261
Timber, 30, 39, 42, 91, 207, 208, 213, 221,
222, 282, 286, 300, 303, 304, 343,
345
Timber stringer, 303, 304
Timoshenko, 101
Timusk, 298
Transverse direction, 231
Transverse flexural rigidity, 36, 56, 63, 66, 83,
101, 104
Transverse torsional rigidity, 36, 63, 69
83, 101
Two-girder bridge, 61–70, 62–65, 119, 120
UUltimate limit state (ULS), 27, 28, 30, 44–47,
213, 243, 244, 274, 287, 294–296
Unit weight, 244, 275
VVaslestad, 253, 260
Vehicle edge distance, 48, 61
Vehicle load, 2–20, 31, 32, 88, 117, 252
Ventura, 154
Vogel, 285
WWall, 143, 248–250, 259–261, 267, 358, 373
Walsh, H., 210, 218
Waterloo Creek Bridge, 153, 154
Weighing-in-motion (WIM), 355, 356, 359
Whitehorse Creek soil-steel structure, 267, 268
Williams, 256
Witecki, A.A., 4
Wysokowsky, 266
YYamada, 357, 360
Youn, 149
ZZnidaric, 356
Zuos, 408, 409
Index 425