The design of prestressed concrete bridges: concepts and principles
Gespeichert in:
| 1. Verfasser: | |
|---|---|
| Format: | Buch |
| Sprache: | English |
| Veröffentlicht: |
London [u.a.]
Taylor & Francis
2008
|
| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis |
| Beschreibung: | XXI, 581 S. Ill., graph. Darst. |
| ISBN: | 0203962052 |
Internformat
MARC
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Datensatz im Suchindex
| _version_ | 1804139001885491200 |
|---|---|
| adam_text | THE DESIGN OF PRESTRESSED CONCRETE BRIDGES CONCEPTS AND PRINCIPLES
ROBERT BENAIM TAYLOR & FRANCIS TAYLOR & FRANCIS GROUP LONDON AND NEW
YORK CONTENTS FIGURES ACKNOWLEDGEMENTS DISCLAIMER INTRODUCTION 1 THE
NATURE OF DESIGN 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 2 BASIC 2.1 2.2 2.3
2.4 2.5 2.6 DESIGN AND ANALYSIS A PERSONAL VIEW OF THE DESIGN PROCESS
TEAMWORK IN DESIGN THE SPECIALISATION OF DESIGNERS QUALITIES REQUIRED BY
A BRIDGE DESIGNER ECONOMY AND BEAUTY IN DESIGN EXPRESSIVE DESIGN BRIDGES
AS SCULPTURE ENGINEERING AS AN ART FORM CONCEPTS INTRODUCTION UNITS
LOADS ON BRIDGE DECKS BENDING MOMENTS, SHEAR FORCE AND TORQUE LIMIT
STATES STATICAL DETERMINACY AND INDETERMINACY XLLL XXII XXIII 1 4 4 5 6
7 8 9 14 19 23 28 28 28 28 29 32 33 3 REINFORCED CONCRETE 35 3.1 GENERAL
, 35 3.2 THE HISTORICAL DEVELOPMENT OF REINFORCED CONCRETE 35 3.3
GENERAL PRINCIPLES OF REINFORCED CONCRETE 37 3.4 REINFORCED CONCRETE IN
BENDING 40 3.5 THE CRACKING OF REINFORCED CONCRETE 47 3.6 THE EXOTHERMIC
REACTION 51 VIII CONTENTS 3.7 THE DUCTILITY OF REINFORCED CONCRETE 57
3.8 IMPOSED LOADS AND IMPOSED DEFLECTIONS 58 3.9 CREEP AND RELAXATION OF
CONCRETE 60 3.10 TRUSS ANALOGY 61 3.11 STRUT-AND-TIE ANALOGY 70 3.12
CONTINUITY BETWEEN THE CONCEPTS OF BENDING AND ARCHING ACTION 77 RESTRI
4.1 4.2 4.3 4.4 RESTN 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 5.10 5.11
5.12 5.13 5.14 5.15 5.16 5.17 5.18 5.19 5.20 5.21 5.22 5.23 5.24 5.25
5.26 5.27 ;SSED CONCRETE INTRODUCTION A COMPARISON BETWEEN REINFORCED
CONCRETE AND PRESTRESSED CONCRETE PRE-TENSIONING AND POST-TENSIONING
CONCLUSION SSSING FOR STATICALLY DETERMINATE BEAMS GENERAL MATERIALS
EMPLOYED FOR THE EXAMPLE SECTION PROPERTIES CENTRAL KERN AND SECTION
EFFICIENCY LOADS BENDING MOMENTS, BENDING STRESSES AND SHEAR FORCE
CENTRE OF PRESSURE CALCULATION OF THE PRESTRESS FORCE TABLE OF STRESSES
NON-ZERO STRESS LIMITS COMPRESSIVE STRESS LIMITS SIGN CONVENTION
ARRANGEMENT OF TENDONS AT MID-SPAN CABLE ZONE THE TECHNOLOGY OF
PRESTRESSING CABLE PROFILE LOSSES OF PRESTRESS THE CONCEPT OF EQUIVALENT
LOAD INTERNAL AND EXTERNAL LOADS PRESTRESS EFFECT ON SHEAR FORCE
ANCHORING THE SHEAR FORCE DEFLECTIONS THE SHORTENING OF PRESTRESSED
MEMBERS FORCES APPLIED BY PRESTRESS ANCHORAGES FOLLOWING STEEL THE
INTRODUCTION OF PRESTRESS FORCES BONDED AND UNBONDED CABLES 80 80 84 89
90 91 91 91 91 93 95 95 96 91 100 101 102 103 103 104 107 111 116 120
125 125 126 126 128 129 135 137 137 CONTENTS IX 6 PRESTRESSING FOR
CONTINUOUS BEAMS 139 6.1 GENERAL 139 6.2 THE NATURE OF PRESTRESS
PARASITIC MOMENTS 139 6.3 PARASITIC MOMENTS AT THE ULS 142 6.4 THE
EFFECT OF PARASITIC MOMENTS ON THE BEAM REACTIONS 143 6.5 CONCORDANT
CABLES 144 6.6 STRAIGHT CABLES IN BUILT-IN BEAMS 144 6.7 CABLE
TRANSFORMATIONS 145 6.8 CONTROL OF PRESTRESS PARASITIC MOMENTS 145 6.9
DETAILS OF THE SAMPLE BRIDGE DECK 146 6.10 SECTION PROPERTIES 147 6.11
COMMENT ON THE ACCURACY OF CALCULATIONS 149 6.12 DEAD AND LIVE LOADS 150
6.13 BENDING MOMENTS 150 6.14 CONSIDERATIONS ON THE CHOICE OF TENDON
SIZE 164 6.15 CALCULATING THE PRESTRESS FORCE 165 6.16 PRESTRESS SCHEME
1 167 6.17 PRESTRESS SCHEME 2 174 6.18 NON-ZERO STRESS LIMITS 175 6.19
VERY ECCENTRIC CROSS SECTIONS 177 6.20 DESIGN OF THE PARASITIC MOMENTS
177 6.21 MODIFICATION OF BENDING MOMENTS DUE TO CREEP 179 6.22
MODIFICATION OF BENDING STRESSES DUE TO CREEP FOLLOWING CHANGE OF CROSS
SECTION 184 6.23 BURSTING OUT OF TENDONS 185 6.24 THE ANCHORAGE OF
TENDONS IN BLISTERS 187 6.25 CHECKS AT THE ULS 187 7 ARTICULATION OF
BRIDGES AND THE DESIGN OF SUBSTRUCTURE 191 7.1 GENERAL 191 7.2 DESIGN
PARAMETERS 191 7.3 BEARINGS: GENERAL DESIGN CONSIDERATIONS 194 7.4
MECHANICAL BEARINGS 194 7.5 ELASTOMERIC BEARINGS 197 7.6 CONCRETE HINGES
198 7.7 DESIGN OF FOUNDATIONS 199 7.8 THE DESIGN OF PIERS 208 7.9 THE
ARTICULATION OF DECKS WITH MECHANICAL BEARINGS 212 7.10 DECK ON
LAMINATED RUBBER BEARINGS 222 7.11 PIERS BUILT INTO THE DECK 223 7.12
SPLIT PIERS 223 7.13 INTEGRAL BRIDGES 226 7.14 CONTINUITY VERSUS
STATICAL DETERMINACY 227 7.15 EXAMPLES OF BRIDGE ARTICULATION 231 X
CONTENTS 8 THE GENERAL PRINCIPLES OF CONCRETE DECK DESIGN 238 8.1
GENERAL 238 8.2 TRANSVERSE BENDING 238 8.3 TRANSVERSE DISTRIBUTION OF
LIVE LOADS 240 8.4 MATERIAL QUANTITIES AND COSTS 243 8.5 CHOICE OF MOST
ECONOMICAL SPAN 248 9 THE DESIGN OF BRIDGE DECK COMPONENTS 250 9.1
GENERAL 250 9.2 SIDE CANTILEVERS 250 9.3 TOP SLABS 264 9.4 BOTTOM SLABS
270 9.5 WEBS 278 9.6 DIAPHRAGMS 294 9.7 DECK DRAINAGE 303 9.8
WATERPROOFING 306 9.10 EXPANSION JOINTS 307 10 PRECAST BEAMS 308 10.1
GENERAL 308 10.2 STANDARD PRECAST BEAMS 308 10.3 CUSTOMISED PRECAST
BEAMS 312 11 SOLID SLABS, VOIDED SLABS AND MULTI-CELL BOX GIRDERS 327
11.1 SLAB BRIDGES, GENERAL 327 11.2 REINFORCED CONCRETE SLAB BRIDGES 327
11.3 PRESTRESSED CONCRETE SLAB BRIDGES 328 11.4 SOLID SLAB PORTAL
BRIDGES 333 11.5 VOIDED SLABS 340 11.6 CASE HISTORY: RIVER NENE BRIDGE
344 11.7 MULTI-CELL BOX GIRDERS 346 12 RIBBED SLABS 349 12.1 GENERAL 349
12.2 BEHAVIOUR OF TWIN RIB DECKS 351 12.3 THE USE OF DIAPHRAGMS 355 12.4
PROPORTIONING OF TWIN RIB DECKS 357 12.5 RIBBED SLABS AND SKEW BRIDGES
362 12.6 HEAT OF HYDRATION EFFECTS ON TWIN RIB DECKS 362 12.7 PRESTRESS
LAYOUT 365 12.8 SUBSTRUCTURE FOR TWIN RIB BRIDGES 365 12.9 CONSTRUCTION
TECHNOLOGY 365 12.10 THE DEVELOPMENT OF RIBBED SLABS 367 CONTENTS XI 13
BOX GIRDERS 369 13.1 GENERAL 369 13.2 CAST-IN-SITU CONSTRUCTION OF BOXES
369 13.3 EVOLUTION TOWARDS THE BOX FORM 371 13.4 SHAPE AND APPEARANCE OF
BOXES 372 13.5 THE NUMBER OF WEBS PER BOX 378 13.6 NUMBER OF BOXES IN
THE DECK CROSS SECTION 379 14 COUNTER-CAST TECHNOLOGY FOR BOX SECTION
DECKS 386 14.1 GENERAL 386 14.2 LONG LINE CASTING 387 14.3 SHORT LINE
CASTING 388 15 THE CONSTRUCTION OF GIRDER BRIDGES 414 15.1 GENERAL 414
15.2 CAST-IN-SITU SPAN-BY-SPAN CONSTRUCTION OF CONTINUOUS BEAMS 414 15.3
PRECAST SEGMENTAL SPAN-BY-SPAN ERECTION 422 15.4 CAST-IN-SITU BALANCED
CANTILEVER CONSTRUCTION 428 15.5 PRECAST SEGMENTAL BALANCED CANTILEVER
CONSTRUCTION 439 15.6 PROGRESSIVE ERECTION OF PRECAST SEGMENTAL DECKS
458 15.7 CONSTRUCTION PROGRAMME FOR PRECAST SEGMENTAL DECKS 459 15.8
INCREMENTAL LAUNCHING 460 15.9 PREFABRICATION OF COMPLETE SPANS . 475 16
THE EFFECT OF SCALE ON THE METHOD OF CONSTRUCTION 484 16.1 GENERAL 484
16.2 A BRIDGE LENGTH OF 130 M ON FOUR SPANS 484 16.3 A BRIDGE LENGTH OF
130 M ON THREE SPANS 485 16.4 THE BRIDGE IS 500 M LONG 487 16.5 A SERIES
OF SHORT BRIDGES TOTALLING TYPICALLY 1,000 M 490 16.6 THE BRIDGE IS
1,000 M LONG 491 16.7 THE BRIDGE IS 2,000 M LONG 492 16.8 THE BRIDGE IS
10,000 M LONG 494 17 THE DESIGN AND CONSTRUCTION OF ARCHES 498 17.1
GENERAL 498 17.2 LINE OF THRUST 498 17.3 UNREINFORCED CONCRETE AND
MASONRY ARCHES 501 17.4 FLAT ARCHES - 502 17.5 REINFORCED CONCRETE
ARCHES 503 17.6 SHORT-SPAN REINFORCED CONCRETE ARCHES WITH EARTH FILL
504 17.7 LONGER SPAN REINFORCED CONCRETE ARCHES SUPPORTING BRIDGE DECKS
509 17.8 CONSTRUCTION OF ARCHES 512 XII CONTENTS 17.9 PROGRESSIVE
COLLAPSE OF MULTI-SPAN ARCH BRIDGES 516 17.10 TIED ARCHES 516 18
CABLE-SUPPORTED DECKS 519 18.1 GENERAL 519 18.2 EXTRADOSED BRIDGE DECKS
519 18.3 UNDERTRUSSED BRIDGES 521 18.4 CABLE-STAYED BRIDGES 522 18.5
STRESSED RIBBON BRIDGES 552 18.6 STEEL CABLE CATENARY BRIDGES 560 18.7
FLAT SUSPENSION BRIDGES 561 APPENDIX 564 REFERENCES 568 INDEX 572
|
| any_adam_object | 1 |
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| author_facet | Benaim, Robert |
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| 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 |
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| title | The design of prestressed concrete bridges concepts and principles |
| title_auth | The design of prestressed concrete bridges concepts and principles |
| title_exact_search | The design of prestressed concrete bridges concepts and principles |
| title_full | The design of prestressed concrete bridges concepts and principles Robert Benaim |
| title_fullStr | The design of prestressed concrete bridges concepts and principles Robert Benaim |
| title_full_unstemmed | The design of prestressed concrete bridges concepts and principles Robert Benaim |
| title_short | The design of prestressed concrete bridges |
| title_sort | the design of prestressed concrete bridges concepts and principles |
| title_sub | concepts and principles |
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