Bridge engineering: [design, rehabilitation, and maintenance of modern highway bridges]
Gespeichert in:
| Hauptverfasser: | , |
|---|---|
| Format: | Buch |
| Sprache: | English |
| Veröffentlicht: |
New York [u.a.]
McGraw-Hill
2006
|
| Ausgabe: | 2. ed. |
| Online-Zugang: | lizenzfrei Inhaltsverzeichnis |
| Beschreibung: | XXIV, 488 S. Ill., graph. Darst. 28cm |
| ISBN: | 0071459030 9780071459037 |
Internformat
MARC
| LEADER | 00000nam a2200000 c 4500 | ||
|---|---|---|---|
| 001 | BV024620535 | ||
| 003 | DE-604 | ||
| 005 | 20090910 | ||
| 007 | t | ||
| 008 | 090924s2006 ad|| |||| 00||| eng d | ||
| 020 | |a 0071459030 |9 0-07-145903-0 | ||
| 020 | |a 9780071459037 |9 978-0-07-145903-7 | ||
| 035 | |a (OCoLC)255188938 | ||
| 035 | |a (DE-599)GBV521231043 | ||
| 040 | |a DE-604 |b ger |e rakwb | ||
| 041 | 0 | |a eng | |
| 049 | |a DE-83 | ||
| 082 | 0 | |a 624.2 | |
| 100 | 1 | |a Tonias, Demetrios E. |e Verfasser |4 aut | |
| 245 | 1 | 0 | |a Bridge engineering |b [design, rehabilitation, and maintenance of modern highway bridges] |c Demetrios E. Tonias ; Jim J. Zhao |
| 250 | |a 2. ed. | ||
| 264 | 1 | |a New York [u.a.] |b McGraw-Hill |c 2006 | |
| 300 | |a XXIV, 488 S. |b Ill., graph. Darst. |c 28cm | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
| 700 | 1 | |a Zhao, Jim J. |e Verfasser |4 aut | |
| 856 | 4 | |u http://www.gbv.de/dms/bs/toc/521231043.pdf |z lizenzfrei |2 Inhaltsverzeichnis | |
| 856 | 4 | 2 | |m GBV Datenaustausch |q application/pdf |u http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=018592543&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |3 Inhaltsverzeichnis |
| 999 | |a oai:aleph.bib-bvb.de:BVB01-018592543 | ||
Datensatz im Suchindex
| _version_ | 1804140640952385536 |
|---|---|
| adam_text | IMAGE 1
.**
BRIDGE
ENGINEERING
DEMETRIOS E. TONIAS, RE. PRESIDENT HMC GROUP LTD. JIM J. ZHAO, P.E.
PRESIDENT FREDERICK ENGINEERING CONSULTANTS, LLC SECOND EDITION
ME GRAW HILL NEW YORK * CHICAGO * SAN FRANCISCO * LISBON * LONDON *
MADRID MEXICO CITY * MILAN * NEW DELHI * SAN JUAN * SEOUL SINGAPORE *
SYDNEY * TORONTO
IMAGE 2
CONTENTS
DESIGN EXAMPLES AND PERSPECTIVES XVII
PREFACE XK
PREFACE TO FIRST EDITION XXI
SECTION 1 THE STRUCTURE 1
1.1 USE AND FUNCTIONALITY 3
1.1.1 TERMINOLOGY AND NOMENCLATURE - 4 1. SUPERSTRUCTURE - 4 2.
SUBSTRUCTURE - 6 3. APPURTENANCES AND SITE-RELATED FEATURES - 9 4.
MISCELLANEOUS TERMS - 10 1.1.2 STRUCTURE TYPES AND APPLICATIONS - 12
1. SLAB-ON-STRINGER - 12 2. ONE-WAY SLAB - 13 3. STEEL AND CONCRETE BOX
GIRDER - 13 4. CABLE-STAYED - 14
5. SUSPENSION - 14 6. STEEL AND CONCRETE ARCH - 14
7. TRUSS - 16
1.2 O R I G I NS OF T HE M O D E RN H I G H W AY B R I D GE 17
1.3 B R I D GE D E S I G N E RS A ND T H E IR P R O J E C TS 19
1.4 T HE B R I D GE E N G I N E E R I NG L E X I C ON 21
R E F E R E N C ES 37
SECTION 2 PROJECT INCEPTION 39
2.1 PROJECT FUNDING 39
2.1.1 USER FEES - 40 2.1.2 NONUSERFEES - 40 2.1.3 SPECIAL BENEFIT FEES -
41 2.1.4 PRIVATE FINANCING - 41 2.1.5 DEBT FINANCING - 42 2.1.6
CONCLUSIONS - 42
IMAGE 3
VI BRIDGE ENGINEERING FN * TT^7
2.2 TYPES OF DESIGN STANDARDS TO 2.7.1 SUPPLEMENTING AS-BUILT PLANS
2.2 TYPES OF DESIGN STANDARDS 42
2.2.1 GENERAL SPECIFICATIONS - 43 2.2.2 MATERIAL-RELATED DESIGN CODES -
44 1. STEEL - 44
2. CONCRETE - 44 3. TIMBER - 44
2.2.3 USE OF DESIGN STANDARDS - 45
2.3 SITE INSPECTION 46
2.3.1 THE SCOPING INSPECTION - 47 2.3.2 RECORDING THE INSPECTION - 48
2.3.3 RATING SUBSTRUCTURE ELEMENTS - 49 1. JOINTS - 49
2. BEARINGS, BRIDGE SEATS, AND PEDESTALS - 50 3. CONCRETE ELEMENTS - 52
4. STEEL ELEMENTS - 52 5. TIMBER ELEMENTS - 52
6. EMBANKMENT - 53 2.3.4 RATING SUPERSTRUCTURE ELEMENTS - 54 1. DECK AND
WEARING SURFACE - 54 2. PRIMARY AND SECONDARY MEMBERS - 55
2.3.5 RATING APPURTENANCE AND SITE-RELATED ELEMENTS - 56 1. RAILING - 56
2. DRAINAGE SYSTEMS - 57 3. UTILITIES - 57
4. LIGHTING AND SIGNING - 57 2.3.6 INSPECTING FOR SCOUR - 58 1. THE
CHANNEL - 58
2. THE SUBSTRUCTURE - 60 2.3.7 CONCLUSIONS - 60
2.4 SITE SURVEY 61
2.4.1 TOPOGRAPHY - 61
2.4.2 PLANIMETRY - 62 2.4.3 STRUCTURE FEATURES - 63
2.5 PHYSICAL TESTING 64
2.5.1 CORING - 64
2.5.2 DELAMINATION TESTING - 64 2.5.3 TESTING FOR COVER - 65 2.5.4
MEASURING STEEL THICKNESS - 65 2.5.5 DETECTING FATIGUE CRACKS - 66
2 .6 T HE INSPECTION TEAM 66
2.7 AS-BUILT PLANS A ND OTHER RECORD DATA 68
2.7.1 SUPPLEMENTING AS-BUILT PLANS - 68 1. GUARD RAILING - 68 2.
DRAINAGE FACILITIES - 69
IMAGE 4
CONTENTS FROM
2.7.2 OTHER SOURCES TO 5.3.2 LATEX MODIFIED CONCRETE
CONTENTS VII
3. TRAFFICBARRIERS-69 4. MISCELLANEOUS ELEMENTS - 69 2.7.2 OTHER SOURCES
- 69
2.8 CONCLUSIONS
REFERENCES
70
71
SECTION 3 THE SUPERSTRUCTURE
3.1 SUPERSTRUCTURE TYPES 3.1.1 STEEL SUPERSTRUCTURES - 74 1. ROLLED BEAM
- 75 2. ROLLED BEAM WITH COVER PLATE - 75
3. PLATE GIRDER - 75 4. BOX GIRDER - 75 5. STEEL RIGID STRUT FRAME - 75
6. LARGE STRUCTURES - 76 3.1.2 CONCRETE SUPERSTRUCTURES - 76
1. PRESTRESSED CONCRETE GIRDER - 76 2. CONCRETE BOX GIRDER - 78 3.
CONCRETE SLAB - 79 4. ADJACENT PRESTRESSED SLAB - 79
5. CONCRETE RIGID FRAME - 79 6. CONCRETE STRUT FRAME - 79 7. CONCRETE
ARCH - 79 3.1.3 TIMBER SUPERSTRUCTURES - 79
1. GLULAM TIMBER - 80 2. STRESSED-LAMINATED TIMBER DECK - 80 3. TRESTLE
- 81 4. TRUSS - 81
3.1.4 SECONDARY MEMBERS - 81 1. DIAPHRAGMS - 81 2. LATERAL BRACING - 84
3. PORTAL AND SWAY BRACING - 84
3.2 DECK TYPES 3.2.1 NONCOMPOSITE AND COMPOSITE DECKS - 84 3.2.2
CAST-IN-PLACE CONCRETE SLAB - 85 3.2.3 PRECAST, PRESTRESSED CONCRETE
PANELS - 85 3.2.4 STEEL ORTHOTROPIC PLATE - 85 3.2.5 STEEL GRID - 86
3.2.6 TIMBER - 86
3.2.7 CORRUGATED METAL - 87 3.2.8 FIBER REINFORCED POLYMER (FRP) - 87
3.3 WEARING SURFACE TYPES 3.3.1 ASPHALT CONCRETE - 87 3.3.2 LATEX
MODIFIED CONCRETE - 88
73
73
84
87
IMAGE 5
VIII BR.DGE ENGINEERING 3JJ
3.6.4 THE MANY NAMES OF WORKING STRESS AND LIMIT STATES
3.3.3 HIGH DENSITY-LOW SLUMP CONCRETE - 88
3.3.4 INTEGRATED WEARING SURFACE - 88
3.4 DECK JOINT TYPES 88
3.4.1 OPEN JOINTS - 89 3.4.2 FILLED JOINTS - 89 3.4.3 COMPRESSION SEAL
JOINTS - 89 3.4.4 STRIP SEAL JOINTS - 90
3.4.5 MODULAR JOINTS - 91 3.4.6 FINGER PLATE JOINTS - 92 3.4.7 SLIDING
PLATE JOINTS - 93 3.4.8 CONCLUSIONS - 94
3.5 DESIGN LOADS 94
3.5.1 BACKGROUND AND HISTORY - 95 3.5.2 PERMANENT LOADS - 95 1. DEAD
LOAD - 95 2. SUPERIMPOSED DEAD LOAD - 96
3. PRESSURES - 96 3.5.3 TEMPORARY LOADS - 97 1. VEHICLE LIVE LOAD- 97 2.
EARTHQUAKE LOADING - 100
3. WIND LOADING - 104 4. CHANNEL FORCES - 105 5. LONGITUDINAL FORCES -
108 6. CENTRIFUGAL FORCES - 109 7. IMPACT (DYNAMIC LOAD ALLOWANCE) - 109
8. CONSTRUCTION LOADS - 110 3.5.4 DEFORMATION AND RESPONSE LOADS - 110
1. CREEP - 111 2. SHRINKAGE - 111
3. SETTLEMENT - 112 4. UPLIFT - 112 5. THERMAL FORCES - 113 3.5.5 GROUP
LOADING COMBINATIONS - 114
1. AASHTO STANDARD SPECIFICATIONS - 115 2. AASHTO LRFD SPECIFICATIONS -
116
3.6 DESIGN METHODS 119
3.6.1 WORKING STRESS DESIGN - 120 3.6.2 LIMIT STATES DESIGN - 122 3.6.3
BACKGROUND AND HISTORY - 123 3.6.4 THE MANY NAMES OF WORKING STRESS AND
LIMIT STATES - 125
1. ALLOWABLE STRESS DESIGN - 125 2. SERVICE LOAD DESIGN - 125 3. LOAD
FACTOR DESIGN - 125 4. STRENGTH DESIGN - 125
5. ULTIMATE STRENGTH - 126 6. LOAD AND RESISTANCE FACTOR DESIGN - 126
IMAGE 6
CONTENTS FROM CONTENTS IX
3.7 INTERNAL FORCES TO 3.10.6 CHOOSING A ROLLED SECTION
3.7 INTERNAL FORCES 126
3.7.1 BENDING FORCE - 127 3.7.2 SHEAR FORCE - 127 3.7.3 TORSIONAL FORCE
- 127 3.7.4 AXIAL FORCE - 128
3.8 LOAD DISTRIBUTION 128
3.8.1 HOW LOADS ARE DISTRIBUTED - 129 3.8.2 DIFFERENT TYPES OF LOAD
DISTRIBUTION - 134 1. INTERIOR LONGITUDINAL MEMBERS - 134 2. EXTERIOR
LONGITUDINAL MEMBERS - 134
3. TRANSVERSE MEMBERS - 135 4. MULTIBEAM CONCRETE DECKS (CONCRETE
PANELS) - 136 3.8.3 CONCLUSIONS - 137
3.9 CONCRETE DECK SLABS 137
3.9.1 EFFECTIVE SPAN LENGTH - 139 3.9.2 CALCULATION OF BENDING MOMENT -
140 1. MAIN REINFORCEMENT PERPENDICULAR TO TRAFFIC - 141 2. MAIN
REINFORCEMENT PARALLEL TO TRAFFIC - 142
3. DEAD LOAD MOMENTS - 144 4. TOTAL FACTORED MOMENT - 144 3.9.3
DISTRIBUTION REINFORCEMENT - 144 3.9.4 MINIMUM SLAB THICKNESS - 146
3.9.5 RAILING LOADS - 146 3.9.6 AASHTO LRFD METHOD - 148 3.9.7 SLAB
REINFORCEMENT DETAILS - 149 3.9.8 CONSTRUCTION, REHABILITATION, AND
MAINTENANCE - 149
1. INCREASED SLAB THICKNESS AND COVER - 149 2. COATED REINFORCEMENT -
150 3. WATERPROOFING MEMBRANE - 150 4. DRAINAGE - 151
5. SNOW AND ICE REMOVAL - 154 6. PATCHING - 154 7. SEALING - 157 8.
CATHODIC PROTECTION - 158 3.9.9 CONCLUSIONS - 160
3.10 COMPOSITE STEEL MEMBERS 162
3.10.1 COMPOSITE ACTION - 162 3.10.2 SHORED AND UNSHORED CONSTRUCTION -
166 3.10.3 EFFECTIVE FLANGE WIDTH - 167 3.10.4 THE TRANSFORMED SECTION -
169
3.10.5 EFFECTS OF CREEP - 170 3.10.6 CHOOSING A ROLLED SECTION - 172 1.
COMPUTE DESIGN MOMENTS AND SHEAR FORCES - 172 2. TOTAL FACTORED MOMENT
AND SHEAR FORCES - 176
3. CHOOSING A SECTION - 177 4. COMPOSITE SECTION STRENGTH - LFD METHOD -
178
IMAGE 7
X BRIDGE ENGINEERING ,,*
3.12.3 MOMENT DISTRIBUTION
5. COMPOSITE SECTION STRENGTH - LRFD METHOD - 182
6. CONCLUSIONS - 187 3.10.7 SHEAR CONNECTOR DESIGN - 188 1. FATIGUE -
188 2. ADDITIONAL GEOMETRIC CONSTRAINTS - 193
3. EFFECT OF STAY-IN-PLACE FORMS - 194 4. ULTIMATE STRENGTH - 194 3.10.8
COVER PLATES - 200 1. ADVANTAGES OF A COVER PLATE - 201
2. COVER PLATE AREA - 202 3. COVER PLATE LENGTH - 202 4. FATIGUE -
AASHTO STANDARD SPECIFICATIONS - 204 5. FATIGUE - AASHTO LRFD
SPECIFICATIONS - 208
6. WELDS - 208 7. PROBLEMS WITH COVER PLATES - 210 3.10.9 BEARING
STIFFENERS WITH ROLLED BEAMS - 211 3.10.10 DEFLECTIONS - 212
3.10.11 CAMBER - 214
3.11 PLATE GIRDERS 216
3.11.1 HYBRID GIRDERS - 217 3.11.2 ELEMENTS OF A PLATE GIRDER - 217 1.
FLANGE PLATE THICKNESS - 217 2. FLANGE PLATE ECONOMY - 218
3. WEB THICKNESS - 218 4. WEB PLATE ECONOMY - 219 5. TRANSVERSE
INTERMEDIATE STIFFENERS - 220 6. TRANSVERSE INTERMEDIATE STIFFENER
ECONOMY - 225 7. BEARING STIFFENERS - 225
8. LONGITUDINAL STIFFENERS - 226 9. LONGITUDINAL STIFFENER ECONOMY - 228
10. MISCELLANEOUS ECONOMY ISSUES - 228 3.11.3 LATERAL BRACING FOR PLATE
GIRDERS - 229
1. WHERE BRACING IS LOCATED - 229 2. BRACING AS A FUNCTION OF SPAN
LENGTH - 230 3. PLACEMENT AND TYPES OF LATERAL BRACING - 230 4.
ELIMINATING LATERAL BRACING - 231
5. ECONOMY OF LATERAL BRACING - 231 3.11.4 CROSS-FRAMES FOR PLATE
GIRDERS - 231
3.12 CONTINUOUS BEAMS 232
3.12.1 ADVANTAGES OF CONTINUOUS BEAMS - 232 3.12.2 ROLLED SECTIONS AS
CONTINUOUS BEAMS - 233 3.12.3 MOMENT DISTRIBUTION - 234 1. OVERVIEW -
234
2. FIXED END MOMENTS - 235 3. RELATIVE BEAM STIFFNESS - 235 4. FIXITY
FACTOR - 236 5. STIFFNESS FACTOR - 236 6. DISTRIBUTION FACTOR - 236
IMAGE 8
CONTORTS FROM CONTENTS XI
3.12.4 INFLUENCE LINES TO 3.13.3. WEATHERING STEEL
7. CARRY OVER FACTOR - 236 8. METHOD SYNOPSIS - 237 3.12.4 INFLUENCE
LINES - 237 1. GENERAL MOMENT SUPPORT EQUATION - 242
2. UNIT LOADS - 243 3. INFLUENCE DATA AT INTERMEDIATE POINTS - 243 4.
PREDEFINED TABLES - 245 5. USING INFLUENCE LINES - 247
6. AREA UNDER AN INFLUENCE LINE - 249 7. CONCLUSIONS - 250 3.12.5
ALTERNATE METHOD FOR ANALYSIS OF CONTINUOUS BEAMS - 253 3.12.6 LIVE LOAD
ON CONTINUOUS BEAM STRUCTURES - 262
1. NEGATIVE MOMENT USING INFLUENCE LINES - 263 2. SPECIAL LOAD POINTS -
264 3. MAXIMUM SHEAR - 266 4. IMPACT FOR CONTINUOUS BEAMS - 266 3.12.7
COMPOSITE SECTION IN NEGATIVE BENDING - 267
1. AASHTO STANDARD SPECIFICATIONS - 267 2. AASHTO LRFD SPECIFICATIONS -
268 3. CONCLUSIONS - 272 3.12.8 BEAM SPLICES - 272
1. REQUIRED STRENGTH - 273 2. WELDED SPLICES - 274 3. BOLTED SPLICES -
275 4. BOLTED WEB SPLICES - 278
5. BOLTED FLANGE SPLICES - 278 3.12.9 HANGER ASSEMBLIES - 280
3.13 PROTECTING STEEL SUPERSTRUCTURES 282 3.13.1 PROTECTIVE COATING
SYSTEMS - 282 1. BACKGROUND AND HISTORY - 282 2. THE NATURE OF STEEL
CORROSION - 284
3. INHIBITIVE PRIMERS - 286 4. SACRIFICIAL PRIMERS - 286 5. BARRIER
COATINGS - 288
6. SURFACE PREPARATION - 288 7. OVERCOATING - 294 8. MICACEOUS IRON
OXIDE (MIO) COATINGS - 295 9. CONCLUSIONS - 297 3.13.2 CONTAINMENT AND
DISPOSAL OF PAINT WASTE - 298
1. BACKGROUND AND HISTORY - 299 2. CONTAINMENT DEVICES - 300 3.
RECYCLING ABRASIVES - 305 4. DISPOSAL METHODS - 306
5. CONCLUSIONS - 307 3.13.3 WEATHERING STEEL - 309 1. BACKGROUND AND
HISTORY - 309 2. MATERIAL PROPERTIES OF WEATHERING STEEL - 309
3. ENVIRONMENTAL CONSIDERATIONS - 310 4. MAINTENANCE OF WEATHERING STEEL
- 310
IMAGE 9
XIL BRIDGE ENGINEERING CONTENTS FROM
3.13.4 GALVANISING TO
3.16.2 DETERIORATION OF PRESTRESSED CONCRETE
5. INSPECTION OF WEATHERING STEEL - 311 6. REHABILITATION OF WEATHERING
STEEL - 312 7. CONCLUSIONS - 312 3.13.4 GALVANIZING - 313
1. OVERVIEW - 313 2. BENEFITS AND DRAWBACKS -314 3.13.5 CONCLUSIONS -
314
3.14 LOAD RATING 315
3.14.1 INVENTORY AND OPERATING RATINGS - 315 3.14.2 FIELD MEASUREMENTS
AND INSPECTION - 316 3.14.3 LOADING THE STRUCTURE - 316 3.14.4 WORKING
STRESS METHOD - 317
1. STEEL AND WROUGHT IRON - 318 2. CONVENTIONALLY REINFORCED AND
PRESTRESSED CONCRETE - 319 3. TIMBER - 319 3.14.5 LOAD FACTOR METHOD -
319 3.14.6 LRFD METHOD - 321
1. OVERVIEW - 322 2. THE CONCEPT OF SAFE EVALUATION - 322 3. CONCLUSIONS
- 323
3.15 PRESTRESSED CONCRETE 3 24 3.15.1 OVERVIEW OF PRESTRESSED CONCRETE -
325
1. PRETENSIONED BEAMS - 326 2. POSTTENSIONED BEAMS - 327
3. APPLICATION OFPRE-AND POSTTENSIONED CONCRETE - 328 4. PRESTRESSING
STEELS - 328 5. CONCRETE FOR PRESTRESSING - 330 3.15.2 COMPOSITE BEAMS -
330
1. ADVANTAGES - 330 2. EFFECTIVE FLANGE WIDTH - 332 3. HORIZONTAL SHEAR
- 334 3.15.3 REQUIRED PRESTRESS FORCE - 336 3.15.4 LOSS OF PRESTRESS-342
1. ELASTIC SHORTENING OF CONCRETE - 342 2. SHRINKAGE OF CONCRETE - 344
3. CREEP OF CONCRETE - 346 4. FRICTION - 346
5. RELAXATION OF PRESTRESSING STEEL - 349 6. TOTAL LOSS - 350 7.
ESTIMATED LOSSES - 350 3.15.5 ALLOWABLE STRESSES - 350 3.15.6 FLEXURAL
STRENGTH - 351
3.16 PRESTRESSED CONCRETE MAINTENANCE 353 3.16.1 OVERVIEW - 353
3.16.2 DETERIORATION OF PRESTRESSED CONCRETE - 354 1. CRACKING - 355
2. OTHER FORMS OF CONCRETE CORROSION - 356
3. DETERIORATION OF PRESTRESSING STEEL - 356
IMAGE 10
CONTENTSFROM CONTENTS
3.16.3 INSPECTION OF PRESTRESSED CONCRETE TO 4.1.8 REHABILITATION AND
MAINTENANCE
3.16.3 INSPECTION OF PRESTRESSED CONCRETE - 356
3.16.4 REHABILITATION OF PRESTRESSED CONCRETE - 358 1. PATCHING- 359 2.
PERMANENT FORMWORK - 359 3. CRACK INJECTION - 360
4. SEALERS - 361 5. STRENGTHENING - 361 6. CONCLUSIONS - 361
REFERENCES 362
SECTION 4 THE SUBSTRUCTURE 369
4 .1 A B U T M E N TS 370
4.1.1
4.1.2 4.1.3 4.1.4 4.1.5 4.1.6 4.1.7
4.1.8
TYPES OF ABUTMENTS - 370 1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
GRAVITY ABUTMENT - 371 U ABUTMENT - 371 CANTILEVER ABUTMENT - 371 FULL
HEIGHT ABUTMENT - 372
STUB ABUTMENT - 372 SEMI-STUB ABUTMENT - 372 COUNTERFORT ABUTMENT - 372
SPILL-THROUGH ABUTMENT - 373
PILE BENT ABUTMENT - 373 MSE SYSTEMS - 374 COULOMB EARTH PRESSURE THEORY
- 375
ABUTMENT STABILITY - SERVICE LOAD DESIGN METHOD - 380 LOAD FACTOR DESIGN
METHOD - 382 LOAD AND RESISTANCE FACTOR DESIGN METHOD - 382 OTHER
RELATED FOUNDATION TOPICS - 383
MONONOBE - OKABE ANALYSIS - 384 1.
2.
3.
4.
5.
6.
7.
BACKGROUND - 384 HORIZONTAL AND VERTICAL SEISMIC COEFFICIENTS - 386
BASIC ASSUMPTION - 388 ACTIVE EARTH PRESSURE - 388 APPLYING ACTIVE EARTH
PRESSURE - 390 CAVEATS - 391
SUPERSTRUCTURE LOADS - 392 REHABILITATION AND MAINTENANCE - 392 1.
2.
3.
4.
5.
6. 7.
8.
9.
CRACKING - 392 SURFACE DETERIORATION - 394 STABILITY PROBLEMS - 394
BRIDGE SEAT DETERIORATION - 396
SHEET PILING ABUTMENTS - 398 STONE MASONRY ABUTMENTS - 398 MSE SYSTEMS -
398 FOOTINGS - 399 PILES - 400
IMAGE 11
XIV BRIDGE ENGINEERING
5.1.2 MAINTENANCE OF TRAFFIC
4.2 PIERS 401
4.2.1 TYPES OF PIERS - 402 1. HAMMERHEAD - 403 2. COLUMN BENT - 404 3.
PILEBENT-404
4. SOLID WALL - 405 5. INTEGRAL - 405 6. SINGLE COLUMN - 406 4.2.2
BEHAVIOR AND LOADING OF PIERS - 406
4.2.3 DESIGN CRITERIA - 407 4.2.4 DESIGN OF COMPRESSION MEMBERS - 409 1.
LOAD FACTOR DESIGN CONSIDERATIONS - 410 2. LOAD AND RESISTANCE FACTOR
DESIGN CONSIDERATIONS - 410
3. SLENDERNESS EFFECTS - 410 4. INTERACTION DIAGRAMS - 418 4.2.5
REHABILITATION AND MAINTENANCE - 421 4.2.6 SCOUR - 423
1. OVERVIEW - 424 2. REHABILITATION AND MAINTENANCE - 425 3. REPLACEMENT
OF MATERIAL - 425 4. CHANGING THE STRUCTURE - 427
5. REPLACING THE STRUCTURE - 427
4 .3 BEARINGS 427
4.3.1 FORCES ACTING ON A BEARING - 428 4.3.2 MOVEMENT OF BEARINGS - 429
4.3.3 TYPES OF BEARINGS - 430 1. ROCKER BEARINGS - 431
2. ROLLER BEARINGS - 432 3. SLIDING PLATE BEARINGS - 432 4. POT BEARINGS
- 432 5. SPHERICAL BEARINGS - 433 6. ELASTOMERIC BEARINGS - 433
7. LEAD RUBBER BEARINGS - 435 4.3.4 REHABILITATION AND MAINTENANCE - 436
REFERENCES 437
SECTION 5 IMPLEMENTATION & MANAGEMENT 439
5.1 T HE H I G H W AY 440
5.1.1 DESIGN ELEMENTS OF A HIGHWAY - 440 1. HORIZONTAL ALIGNMENT - 441
2. VERTICAL ALIGNMENT - 442 3. STOPPING SIGHT DISTANCE - 445 4. ROADWAY
WIDTH - 449 5.1.2. MAINTENANCE OF TRAFFIC - 451
IMAGE 12
CONTENTSFROM CONTENTS X
5.2 CONTRACT DOCUMENTS TO INDEX
5.2 CONTRACT DOCUMENTS 453
5.2.1 DESIGN SUBMISSIONS - 454 1. ALTERNATIVE STUDY - 454 2. PRELIMINARY
SUBMISSION - 455 3. ADVANCED DETAIL SUBMISSION - 457 4. FINAL SUBMISSION
- 457 5.2.2 COMPUTER AIDED DESIGN AND DRAFTING - 457
1. FILE ORGANIZATION - 458 2. GEOMETRIC SOURCE FILES - 460 3. THE
FORGOTTEN D IN CADD - 460 4. GRAPHIC STANDARDS AND QUALITY CONTROL - 461
5.2.3 CONCLUSIONS - 462
5.3 BRIDGE MANAGEMENT SYSTEMS 463
5.3.1 BACKGROUND AND HISTORY - 464 5.3.2 INVENTORY DATABASE - 465 5.3.3
MAINTENANCE DATABASE - 466 5.3.4 PROJECT AND NETWORK LEVEL ANALYSIS -
466 5.3.5 PREDICTING THE CONDITION OF BRIDGES - 467 5.3.6 MISCELLANEOUS
DECISION ASSISTING CRITERIA - 468 5.3.7 COSTING MODELS - 468 5.3.8
OPTIMIZATION MODELS - 469
5.3.9 BUILDING THE DATABASE - 469 5.3.10 MANAGING SMALL AND LARGE
STRUCTURES - 470 5.3.11 CURRENT BRIDGE MANAGEMENT SYSTEMS - 471 5.3.12
BMS LINK TO DESIGN OF BRIDGES - 471 5.3.13 BMS LINK TO PAVEMENT
MANAGEMENT SYSTEMS - 474 5.3.14 GIS AND IMAGING TECHNOLOGIES - 474
REFERENCES 475
APPENDIX 477
ACKNOWLEDGMENTS 479
ILLUSTRATION CREDITS 480
INDEX 48I
|
| any_adam_object | 1 |
| author | Tonias, Demetrios E. Zhao, Jim J. |
| author_facet | Tonias, Demetrios E. Zhao, Jim J. |
| author_role | aut aut |
| author_sort | Tonias, Demetrios E. |
| author_variant | d e t de det j j z jj jjz |
| building | Verbundindex |
| bvnumber | BV024620535 |
| ctrlnum | (OCoLC)255188938 (DE-599)GBV521231043 |
| dewey-full | 624.2 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 624 - Civil engineering |
| dewey-raw | 624.2 |
| dewey-search | 624.2 |
| dewey-sort | 3624.2 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Bauingenieurwesen |
| edition | 2. ed. |
| format | Book |
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| id | DE-604.BV024620535 |
| illustrated | Illustrated |
| indexdate | 2024-07-09T22:03:12Z |
| institution | BVB |
| isbn | 0071459030 9780071459037 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-018592543 |
| oclc_num | 255188938 |
| open_access_boolean | |
| owner | DE-83 |
| owner_facet | DE-83 |
| physical | XXIV, 488 S. Ill., graph. Darst. 28cm |
| publishDate | 2006 |
| publishDateSearch | 2006 |
| publishDateSort | 2006 |
| publisher | McGraw-Hill |
| record_format | marc |
| spelling | Tonias, Demetrios E. Verfasser aut Bridge engineering [design, rehabilitation, and maintenance of modern highway bridges] Demetrios E. Tonias ; Jim J. Zhao 2. ed. New York [u.a.] McGraw-Hill 2006 XXIV, 488 S. Ill., graph. Darst. 28cm txt rdacontent n rdamedia nc rdacarrier Zhao, Jim J. Verfasser aut http://www.gbv.de/dms/bs/toc/521231043.pdf lizenzfrei Inhaltsverzeichnis GBV Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=018592543&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Tonias, Demetrios E. Zhao, Jim J. Bridge engineering [design, rehabilitation, and maintenance of modern highway bridges] |
| title | Bridge engineering [design, rehabilitation, and maintenance of modern highway bridges] |
| title_auth | Bridge engineering [design, rehabilitation, and maintenance of modern highway bridges] |
| title_exact_search | Bridge engineering [design, rehabilitation, and maintenance of modern highway bridges] |
| title_full | Bridge engineering [design, rehabilitation, and maintenance of modern highway bridges] Demetrios E. Tonias ; Jim J. Zhao |
| title_fullStr | Bridge engineering [design, rehabilitation, and maintenance of modern highway bridges] Demetrios E. Tonias ; Jim J. Zhao |
| title_full_unstemmed | Bridge engineering [design, rehabilitation, and maintenance of modern highway bridges] Demetrios E. Tonias ; Jim J. Zhao |
| title_short | Bridge engineering |
| title_sort | bridge engineering design rehabilitation and maintenance of modern highway bridges |
| title_sub | [design, rehabilitation, and maintenance of modern highway bridges] |
| url | http://www.gbv.de/dms/bs/toc/521231043.pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=018592543&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
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