Bridge launching:
Gespeichert in:
| 1. Verfasser: | |
|---|---|
| Format: | Buch |
| Sprache: | English |
| Veröffentlicht: |
London
Telford
2002
|
| Ausgabe: | 1. publ. |
| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis |
| Beschreibung: | Literaturverz. S. [319] - 331 |
| Beschreibung: | XVI, 342 S. Ill., graph. Darst. |
| ISBN: | 0727731467 |
Internformat
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Datensatz im Suchindex
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| adam_text | BRIDGE LAUNCHING MARCO ROSIGNOLI PARMA, ITALY L THOMASTELFORD CONTENTS
PREFACE IX LIST OF SYMBOLS XI 1. INTRODUCTION 1 1.1. INTRODUCTION TO
INCREMENTAL LAUNCHING 10 1.2. INCREMENTAL LAUNCHING OF PC BRIDGES 13
1.3. INCREMENTAL LAUNCHING OF COMPOSITE BRIDGES 15 1.4. INCREMENTAL
LAUNCHING OF PRESTRESSED COMPOSITE BRIDGES 16 2. INCREMENTAL LAUNCHING
OF BRIDGES 19 2.1. STRUCTURAL SYSTEM OF THE SUPERSTRUCTURE 19 2.2.
STATIC SYSTEM AND SEISMIC DESIGN 27 2.3. GEOMETRIC CONSTRAINTS 29 2.4.
LAUNCHING TECHNIQUES 32 2.4.1. LAUNCHING OF LIGHT SUPERSTRUCTURES 33
2.4.2. FRICTION LAUNCHING OF HEAVY SUPERSTRUCTURES 43 2.5. LAUNCH
BEARINGS AND GUIDE DEVICES 53 2.6. LAUNCH AND LOCK FORCES 55 2.7.
CORRECTION OF LAUNCH STRESSES 58 2.7.1. LAUNCHING NOSE 64 2.7.2. STAYED
FRONT SYSTEM 88 2.7.3. TEMPORARY PIERS 94 2.7.4. DECK LAUNCHING ONTO
ARCHES 97 2.8. LAUNCH STRESSES IN THE PIERS 103 2.9. RTM METHOD FOR
ANALYSIS OF THE CONTINUOUS BEAM 110 2.10. SHEAR AND BENDING MOMENT
ENVELOPES 118 2.11. VERIFICATION OF DESIGN ASSUMPTIONS BY MONITORING 120
2.11.1. ELASTIC MODULUS OF CONCRETE 121 2.11.2. THERMAL CORRECTION OF
RESULTS 123 BRIDGE LAUNCHINC 2.11.3. COEFFICIENT OF THERMAL EXPANSION OF
CONCRETE 2.11.4. SHRINKAGE 3. PC BRIDGES 3.1. PRESIZING OF THE
SUPERSTRUCTURE 3.2. DECK SEGMENTATION AND YARD ORGANIZATION 3.3. CASTING
PHASES 3.3.1. MONOLITHIC CASTING 3.3.2. TWO-PHASE CASTING IN A SINGLE
FORMWORK 3.3.3. TWO-PHASE CASTING IN A DOUBLE FORMWORK 3.3.4. SEGMENT
EXTRACTION 3.3.5. CURING YARD 3.4. ASSEMBLY AND LAUNCHING OF PRECAST
SEGMENTS 3.5. LAUNCH BEARINGS AND GUIDE DEVICES 3.5.1. PIER-CAP
ARRANGEMENT 3.5.2. EFFECTS OF VERTICAL MISALIGNMENT OF LAUNCH BEARINGS
3.5.3. LOCAL STRESSES ABOVE LAUNCHING BEARINGS 3.6. EFFECTS OF
TIME-DEPENDENT BEHAVIOUR OF CONCRETE 3.6.1. SHRINKAGE 3.6.2. CREEP
3.6.3. PRESTRESSING STEEL RELAXATION 3.6.4. EFFECTS ON BRIDGE LAUNCHING
3.7. PRESTRESSING 3.7.1. LAUNCH PRESTRESSING 3.7.2. DIMENSIONING OF
LAUNCH PRESTRESSING 3.7.3. SERVICE PRESTRESSING 3.8. REINFORCEMENT 4.
COMPOSITE BRIDGES 4.1. CONCEPTUAL DESIGN AND DECK PRESIZING 4.1.1.
MULTIGIRDER SYSTEMS 4.1.2. TWO-GIRDER SYSTEMS 4.1.3. COMPOSITE BOX
GIRDERS 4.2. SEGMENTATION OF THE STEEL GIRDER 4.3. ASSEMBLY YARD
ORGANIZATION 4.4. LAUNCHING OF THE STEEL GIRDER 4.4.1. LAUNCHING
BEARINGS 4.4.2. LAUNCHING NOSE 4.4.3. GENERAL LAUNCH STRESSES AND
INSTABILITY 4.4.4. LOCAL LAUNCH STRESSES AND INSTABILITY 4.5. IN SITU
CASTING OF THE CONCRETE SLAB 4.5.1. CASTING METHODS AND CRACKING CONTROL
4.5.2. LONGITUDINAL PRESTRESSING OF THE CONCRETE SLAB 4.5.3. TRANSVERSE
PRESTRESSING OF THE CONCRETE SLAB CONTENTS 4.6. INCREMENTAL LAUNCHING OF
THE CONCRETE SLAB ONTO THE STEEL BEAM 257 4.6.1. TECHNOLOGICAL FEATURES
258 4.6.2. ADVANTAGES WITH RESPECT TO IN SITU CASTING 265 4.6.3. STRESS
ANALYSIS 267 5. PRESTRESSED COMPOSITE BRIDGES 271 5.1. INTRODUCTION 271
5.1.1. HIGH PERFORMANCE CONCRETE 272 5.1.2. LIGHTWEIGHT CONCRETE 275
5.1.3. INTRODUCTION TO PRESTRESSED COMPOSITE BRIDGES 276 5.1.4.
CROSS-SECTIONAL EFFICIENCY 279 5.2. PCS BRIDGES WITH STIFFENED-PLATE
WEBS 281 5.2.1. WEB-SLAB LOWER NODE 283 5.2.2. WEB INSTABILITY 284
5.2.3. LAUNCHING 286 5.3. PCS BRIDGES WITH CORRUGATED WEBS 288 5.3.1.
STATE OF STRESS IN THE CORRUGATED WEBS 291 5.3.2. CROSS-SECTIONAL
DEFORMABILITY 294 5.3.3. CONNECTION BETWEEN WEBS AND SLABS 296 5.3.4.
WEB INSTABILITY 299 5.3.5. FABRICATION OF CORRUGATED PLATE GIRDERS 305
5.3.6. FIELD ACTIVITIES 307 5.3.7. LAUNCHING 308 5.3.8. CASE STUDIES 311
REFERENCES AND BIBLIOGRAPHY 319 INDEX 333
|
| adam_txt |
BRIDGE LAUNCHING MARCO ROSIGNOLI PARMA, ITALY \ L THOMASTELFORD CONTENTS
PREFACE IX LIST OF SYMBOLS XI 1. INTRODUCTION 1 1.1. INTRODUCTION TO
INCREMENTAL LAUNCHING 10 1.2. INCREMENTAL LAUNCHING OF PC BRIDGES 13
1.3. INCREMENTAL LAUNCHING OF COMPOSITE BRIDGES 15 1.4. INCREMENTAL
LAUNCHING OF PRESTRESSED COMPOSITE BRIDGES 16 2. INCREMENTAL LAUNCHING
OF BRIDGES 19 2.1. STRUCTURAL SYSTEM OF THE SUPERSTRUCTURE 19 2.2.
STATIC SYSTEM AND SEISMIC DESIGN 27 2.3. GEOMETRIC CONSTRAINTS 29 2.4.
LAUNCHING TECHNIQUES 32 2.4.1. LAUNCHING OF LIGHT SUPERSTRUCTURES 33
2.4.2. FRICTION LAUNCHING OF HEAVY SUPERSTRUCTURES 43 2.5. LAUNCH
BEARINGS AND GUIDE DEVICES 53 2.6. LAUNCH AND LOCK FORCES 55 2.7.
CORRECTION OF LAUNCH STRESSES 58 2.7.1. LAUNCHING NOSE 64 2.7.2. STAYED
FRONT SYSTEM 88 2.7.3. TEMPORARY PIERS 94 2.7.4. DECK LAUNCHING ONTO
ARCHES 97 2.8. LAUNCH STRESSES IN THE PIERS 103 2.9. RTM METHOD FOR
ANALYSIS OF THE CONTINUOUS BEAM 110 2.10. SHEAR AND BENDING MOMENT
ENVELOPES 118 2.11. VERIFICATION OF DESIGN ASSUMPTIONS BY MONITORING 120
2.11.1. ELASTIC MODULUS OF CONCRETE 121 2.11.2. THERMAL CORRECTION OF
RESULTS 123 BRIDGE LAUNCHINC 2.11.3. COEFFICIENT OF THERMAL EXPANSION OF
CONCRETE 2.11.4. SHRINKAGE 3. PC BRIDGES 3.1. PRESIZING OF THE
SUPERSTRUCTURE 3.2. DECK SEGMENTATION AND YARD ORGANIZATION 3.3. CASTING
PHASES 3.3.1. MONOLITHIC CASTING 3.3.2. TWO-PHASE CASTING IN A SINGLE
FORMWORK 3.3.3. TWO-PHASE CASTING IN A DOUBLE FORMWORK 3.3.4. SEGMENT
EXTRACTION 3.3.5. CURING YARD 3.4. ASSEMBLY AND LAUNCHING OF PRECAST
SEGMENTS 3.5. LAUNCH BEARINGS AND GUIDE DEVICES 3.5.1. PIER-CAP
ARRANGEMENT 3.5.2. EFFECTS OF VERTICAL MISALIGNMENT OF LAUNCH BEARINGS
3.5.3. LOCAL STRESSES ABOVE LAUNCHING BEARINGS 3.6. EFFECTS OF
TIME-DEPENDENT BEHAVIOUR OF CONCRETE 3.6.1. SHRINKAGE 3.6.2. CREEP
3.6.3. PRESTRESSING STEEL RELAXATION 3.6.4. EFFECTS ON BRIDGE LAUNCHING
3.7. PRESTRESSING 3.7.1. LAUNCH PRESTRESSING 3.7.2. DIMENSIONING OF
LAUNCH PRESTRESSING 3.7.3. SERVICE PRESTRESSING 3.8. REINFORCEMENT 4.
COMPOSITE BRIDGES 4.1. CONCEPTUAL DESIGN AND DECK PRESIZING 4.1.1.
MULTIGIRDER SYSTEMS 4.1.2. TWO-GIRDER SYSTEMS 4.1.3. COMPOSITE BOX
GIRDERS 4.2. SEGMENTATION OF THE STEEL GIRDER 4.3. ASSEMBLY YARD
ORGANIZATION 4.4. LAUNCHING OF THE STEEL GIRDER 4.4.1. LAUNCHING
BEARINGS 4.4.2. LAUNCHING NOSE 4.4.3. GENERAL LAUNCH STRESSES AND
INSTABILITY 4.4.4. LOCAL LAUNCH STRESSES AND INSTABILITY 4.5. IN SITU
CASTING OF THE CONCRETE SLAB 4.5.1. CASTING METHODS AND CRACKING CONTROL
4.5.2. LONGITUDINAL PRESTRESSING OF THE CONCRETE SLAB 4.5.3. TRANSVERSE
PRESTRESSING OF THE CONCRETE SLAB CONTENTS 4.6. INCREMENTAL LAUNCHING OF
THE CONCRETE SLAB ONTO THE STEEL BEAM 257 4.6.1. TECHNOLOGICAL FEATURES
258 4.6.2. ADVANTAGES WITH RESPECT TO IN SITU CASTING 265 4.6.3. STRESS
ANALYSIS 267 5. PRESTRESSED COMPOSITE BRIDGES 271 5.1. INTRODUCTION 271
5.1.1. HIGH PERFORMANCE CONCRETE 272 5.1.2. LIGHTWEIGHT CONCRETE 275
5.1.3. INTRODUCTION TO PRESTRESSED COMPOSITE BRIDGES 276 5.1.4.
CROSS-SECTIONAL EFFICIENCY 279 5.2. PCS BRIDGES WITH STIFFENED-PLATE
WEBS 281 5.2.1. WEB-SLAB LOWER NODE 283 5.2.2. WEB INSTABILITY 284
5.2.3. LAUNCHING 286 5.3. PCS BRIDGES WITH CORRUGATED WEBS 288 5.3.1.
STATE OF STRESS IN THE CORRUGATED WEBS 291 5.3.2. CROSS-SECTIONAL
DEFORMABILITY 294 5.3.3. CONNECTION BETWEEN WEBS AND SLABS 296 5.3.4.
WEB INSTABILITY 299 5.3.5. FABRICATION OF CORRUGATED PLATE GIRDERS 305
5.3.6. FIELD ACTIVITIES 307 5.3.7. LAUNCHING 308 5.3.8. CASE STUDIES 311
REFERENCES AND BIBLIOGRAPHY 319 INDEX 333 |
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| illustrated | Illustrated |
| index_date | 2024-07-02T16:09:28Z |
| indexdate | 2024-07-09T20:48:33Z |
| institution | BVB |
| isbn | 0727731467 |
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| spelling | Rosignoli, Marco Verfasser aut Bridge launching Marco Rosignoli 1. publ. London Telford 2002 XVI, 342 S. Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier Literaturverz. S. [319] - 331 Bridges Design and construction Prestressed construction Brückenbau (DE-588)4008415-2 gnd rswk-swf Brückenbau (DE-588)4008415-2 s DE-604 HEBIS Datenaustausch Darmstadt application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=015188077&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Rosignoli, Marco Bridge launching Bridges Design and construction Prestressed construction Brückenbau (DE-588)4008415-2 gnd |
| subject_GND | (DE-588)4008415-2 |
| title | Bridge launching |
| title_auth | Bridge launching |
| title_exact_search | Bridge launching |
| title_exact_search_txtP | Bridge launching |
| title_full | Bridge launching Marco Rosignoli |
| title_fullStr | Bridge launching Marco Rosignoli |
| title_full_unstemmed | Bridge launching Marco Rosignoli |
| title_short | Bridge launching |
| title_sort | bridge launching |
| topic | Bridges Design and construction Prestressed construction Brückenbau (DE-588)4008415-2 gnd |
| topic_facet | Bridges Design and construction Prestressed construction Brückenbau |
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