High-speed railway bridges: conceptual design guide
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| Main Authors: | , , |
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| Format: | Book |
| Language: | English |
| Published: |
Berlin
Ernst & Sohn
[2024]
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| Subjects: | |
| Online Access: | http://www.wiley-vch.de/publish/dt/books/ISBN978-3-433-03313-5/ Inhaltsverzeichnis |
| Physical Description: | xix, 340 Seiten Illustrationen, Diagramme 25 cm |
| ISBN: | 9783433033135 3433033137 |
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| 100 | 1 | |a Romo, José |d 1959- |e Verfasser |0 (DE-588)1311264000 |4 aut | |
| 245 | 1 | 0 | |a High-speed railway bridges |b conceptual design guide |c José Remo, Alejandro Pérez-Caldentey and Manuel Cuadrado |
| 264 | 1 | |a Berlin |b Ernst & Sohn |c [2024] | |
| 264 | 4 | |c © 2024 | |
| 300 | |a xix, 340 Seiten |b Illustrationen, Diagramme |c 25 cm | ||
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| 653 | |a Structural Theory & Structural Mechanics | ||
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Record in the Search Index
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| adam_text |
CONTENTS
FOREWORD
XV
ABOUT
THE
AUTHORS
XVII
ACKNOWLEDGEMENTS
XIX
1
INTRODUCTION
TO
HIGH-SPEED
RAILWAY
BRIDGES
1
JOSE
ROMO
1.1
BOOK
'
S
CONTENT
1
1.2
WHAT
IS
SPECIAL
ABOUT
A
HIGH-SPEED
RAIL
BRIDGE?
2
1.2.1
DYNAMIC
AMPLIFICATION
AND
RESONANCE
2
1.2.2
RAIL
TRAFFIC
SECURITY
3
1.2.3
PASSENGER
'
S
COMFORT
3
1.2.4
TRACK-STRUCTURE
INTERACTION
4
1.3
GENERAL
IDEAS
ON
HIGH-SPEED
RAILWAY
BRIDGES
4
1.4
EVOLUTION
AND
TRENDS
IN
HIGH-SPEED
BRIDGE
DESIGN
6
1.4.1
FIRST
HIGH-SPEED
BRIDGES
6
1.4.1.1
FIRST-GENERATION
GERMAN
BRIDGES
6
1.4.1.2
FIRST-GENERATION
FRENCH
BRIDGES
8
1.4.1.3
FIRST-GENERATION
SPANISH
BRIDGES
8
1.4.2
RECENT
HIGH-SPEED
BRIDGES
9
1.4.2.1
RECENT
FRENCH
BRIDGES
9
1.4.2.2
SECOND-GENERATION
GERMAN
BRIDGES
9
1.4.2.3
RECENT
SPANISH
HSRB
10
1.4.2.4
BRIDGES
FOR
HIGH-SPEED
RAILWAY
LINES
IN
CHINA
10
1.4.2.5
BRITISH
HIGH-SPEED
BRIDGES
12
1.4.2.6
HIGH-SPEED
RAILWAY
BRIDGES
IN
THE
USA
12
1.4.3
CONCLUSIONS
12
1.4.3.1
VIADUCTS
13
1.4.3.2
LONG-SPAN
BRIDGES
13
1.5
THE
LANDSCAPE
AND
THE
DESIGN
OF
HIGH-SPEED
RAILWAY
BRIDGES
13
1.5.1
THE
TRAVELLER
'
S
EXPERIENCE
13
1.5.2
THE
BRIDGE
IN
THE
LANDSCAPE
15
1.5.2.1
LONG
VIADUCTS
WITH
LOW
VERTICAL
LEVEL
16
1.5.2.2
LONG
VIADUCTS
WITH
MEDIUM
OR
HIGH
LEVEL
16
VI
CONTENTS
1.6
1.7
1.8
1.9
RAILWAY
BRIDGES
AS
LANDMARKS
OR
ICONS
OF
A
LINE
22
RAILWAY
BRIDGE
'
S
LEGACY
23
BUILDING
FOR
THE
21ST
CENTURY
24
CONCLUSIONS
24
REFERENCES
25
2
TRACK
FOR
HIGH-SPEED
BRIDGES
29
MANUEL
CUADRADO
2.1
2.2
2.2.1
2.2.2
2.3
2.3.1
2.3.1.1
2.3.1.2
2.3.1.3
2.3.1.4
2.3.1.5
2.3.2
2.3.2.1
2.3.2.2
2.3.3
2.3.3.1
2.3.3.2
2.3.3.3
2.3.3.4
2.3.4
2.3.4.1
2.3.4.2
2.4
2.4.1
2.4.2
2.4.3
2.4.3.1
2.4.3.2
INTRODUCTION
29
SPECIFIC
CRITERIA
FOR
RAILWAY
BRIDGES
29
GENERAL
CRITERIA
29
SPECIFIC
CRITERIA
FOR
HIGH-SPEED
BRIDGES
31
DESCRIPTION
OF
THE
TRACK
SUPERSTRUCTURE
31
TRACK
COMPONENTS:
DEFINITIONS,
FUNCTIONS,
AND
QUALITIES
32
BALLAST
32
SLEEPERS
32
FASTENERS
33
RAILS
33
SWITCHES
AND
CROSSINGS
34
MOST
IMPORTANT
CONCEPTUAL
IMPROVEMENTS
35
CONTINUOUS
WELDED
RAIL
(CWR)
35
TRACK-INFRASTRUCTURE
INTERACTION:
BETTER
UNDERSTANDING
36
EVOLUTION
OF
THE
DIFFERENT
COMPONENTS
36
BALLAST
36
SLEEPERS
37
FASTENINGS
39
RAILS
40
TRACK
OPTIONS
CURRENTLY
AVAILABLE
FOR
HIGH
SPEED
41
OPTIMISED
BALLASTED
TRACK
41
NEW
BALLASTLESS
TRACK
43
SLS
RELATED
TO
THE
TRACK
44
DYNAMIC
INTERACTION:
TRACK-VEHICLE
44
TRACK
GEOMETRY
QUALITY
46
SLS
VERIFICATIONS
REGARDING
DEFORMATIONS
AND
VIBRATIONS
48
CRITERIA
FOR
TRAFFIC
SAFETY
48
COMFORT
CRITERIA
55
REFERENCES
57
3
CONCEPTUAL
DESIGN
OF
HIGH-SPEED
RAILWAY
BRIDGES
61
JOSE
ROMO
3.1
3.2
INTRODUCTION
61
STRUCTURAL
AND FUNCTIONAL
SPECIFIC
REQUIREMENTS
FOR
HIGH-SPEED
RAILWAY
BRIDGES
62
3.2.1
3.2.2
INTRODUCTION
62
CONTROL
OF
VERTICAL
ACCELERATION
62
CONTENTS
VII
3.2.3
3.2.4
ROTATION
AT
EXPANSION
JOINTS
62
HORIZONTAL
BRAKING
AND
TRACTION
FORCES
AND
RELATIVE
MOVEMENTS
BETWEEN
DECK
AND
INFRASTRUCTURE
62
3.2.5
3.2.6
3.3
3.3.1
3.3.2
3.3.3
3.3.4
3.4
3.4.1
3.4.2
3.4.2.1
3.4.3
3.4.4
3.5
3.5.1
3.5.1.1
3.5.1.2
3.5.1.3
3.5.1.4
3.5.1.5
3.5.1.6
3.5.2
3.5.3
3.5.3.1
3.5.3.2
3.5.4
3.5.4.1
3.5.4.2
3.5.4.3
3.5.4.4
3.6
3.6.1
3.6.1.1
3.6.1.2
3.6.1.3
3.6.2
3.6.3
3.6.3.1
3.7
3.7.1
3.7.2
3.7.3
TRACK-BRIDGE
DECK
INTERACTION
63
EXPANSION
JOINTS
63
LONGITUDINAL
DESIGN
STRATEGIES
64
GENERAL
CONCEPTS
64
BALLASTED
TRACK
65
BALLASTLESS
TRACK
66
ACTIONS
TO
BE
CONSIDERED
AT
THE
FIXED
POINT
66
DESIGN
SITUATION
OF
HIGH-SPEED
RAILWAY
BRIDGES
66
SHORT
CROSSING
AT
LOW
LEVEL
67
LONG
STRUCTURES
67
LOW
PROFILE
68
HIGH-LEVEL
VIADUCTS
71
LONG
SPAN
STRUCTURES
72
STRUCTURAL
TYPES
72
STRAIGHT
DECK
SOLUTIONS
72
SIMPLY
SUPPORTED
DECK
72
CONTINUOUS
SLAB
CONCRETE
DECKS
73
PRECAST
BEAM
DECKS
74
CONCRETE
BOX
HOLLOW
SECTIONS
78
STEEL
BEAM
DECKS
80
STEEL
SEMI-THROUGH
DECKS
81
TRUSS
BRIDGES
82
ARCH
BRIDGES
83
UPPER
DECK
BRIDGES
83
TIED
ARCH
BRIDGES
85
CABLE-SUPPORTED
BRIDGES
85
EXTRADOSED
BRIDGES
85
CABLE-STAYED
BRIDGES
86
SUSPENSION
BRIDGES
88
HYBRID
BRIDGES
89
STRUCTURAL
ELEMENTS
-
SUBSTRUCTURE
89
ABUTMENTS
90
ABUTMENTS
WITH
EXPANSION
JOINT
IN
STRUCTURE
ONLY
90
ABUTMENTS
WITH
EXPANSION
JOINT
IN
STRUCTURE
AND
TRACK
90
FIXED
ABUTMENTS
91
PIERS
95
BEARINGS
95
GENERAL
BEARING
LAYOUT
96
SEISMIC
DESIGN
99
SEISMIC
DESIGN
STRATEGIES
99
SEISMIC
BEHAVIOUR
AND
DECK
ARTICULATION
99
LONGITUDINAL
BEHAVIOUR
100
VIII
CONTENTS
3.7.3.1
3.7.3.2
3.7.4
3.7.4.1
3.7.4.2
3.7.4.3
3.7.4.4
3.8
3.8.1
3.8.1.1
3.8.1.2
3.8.1.3
3.8.1.4
3.8.1.5
3.8.2
3.8.3
3.8.4
SIMPLY
SUPPORTED
SPANS
100
CONTINUOUS
DECK
100
TRANSVERSAL
BEHAVIOUR
101
INTRODUCTION
101
FIXED
TRANSVERSAL
SUPPORT
101
TRANSVERSAL
DAMPING
SYSTEMS
102
DAMPING
DEVICES
PLUS
BEARINGS
104
WORKED
EXAMPLE
106
INTRODUCTION:
AIM
AND
DATA
106
TOPOGRAPHY
106
PLAN
AND
ELEVATION
106
RAILWAY
PLATFORM
SECTION
-
PROJECT
SPEED
106
WATER
FLOOD
LEVEL
107
PRELIMINARY
GEOTECHNICAL
DATA
107
METHODOLOGY
107
CRITICAL
ANALYSIS
OF
EXISTING
INFORMATION
107
DETERMINATION
OF
THE
LENGTH
OF
THE
VIADUCT,
SELECTION
OF
THE
FIXED
POINT
108
3.8.5
3.8.6
3.8.7
3.8.7.1
3.8.7.2
3.8.7.3
3.8.7.4
SPAN
DISTRIBUTION
109
DECK
PRE-DIMENSIONING
109
PRE-DESIGN
OF
THE
INFRASTRUCTURE
112
FIXED
POINT
112
BEARINGS
112
ABUTMENTS
112
PIERS
113
REFERENCES
115
4
DESIGN
BASIS
117
JOSE
ROMO
4.1
4.2
4.3
4.3.1
4.3.1.1
4.3.1.2
4.3.1.3
4.3.2
4.3.2.1
4.3.2.2
4.3.2.3
4.3.2.4
4.3.2.5
4.3.2.6
4.3.2.7
4.3.3
INTRODUCTION
117
DESIGN
SITUATIONS
117
RAIL
TRAFFIC
ACTIONS
AND
OTHER
ACTIONS
SPECIFIC
OF
RAILWAY
BRIDGES
118
PERMANENT
LOADS
118
SELF-WEIGHT
118
DEAD
LOADS
118
PARTIAL
BALLAST
REMOVAL
119
VARIABLE
LOADS
119
VERTICAL
LIVE
LOADS
119
TRACTION
AND
BRAKING
FORCES
121
CENTRIFUGAL
FORCES
122
NOSING
FORCES
123
AERODYNAMIC
ACTIONS
FROM
PASSING
TRAINS
123
THERMAL
ACTIONS
123
BEARING
FRICTION
124
DYNAMICS
EFFECTS
124
CONTENTS
IX
43.3.1
4.33.2
4.3.4
43.4.1
4.4
4.4.1
4.4.1.1
4.4.1.2
INTRODUCTION
124
CONSIDERATION
OF
DYNAMIC
EFFECTS
125
RAILWAY
VEHICLE
DERAILMENT
125
RAILWAY
VEHICLE
IMPACTS
125
APPLICATION
OF
TRAFFIC
LOADS
ON
RAILWAY
BRIDGES
126
GENERAL
126
LOAD
SITUATIONS
FOR
STRUCTURAL
DESIGN
127
LOAD
SITUATIONS
FOR
LIMIT
STATE
AND
ASSOCIATED
ACCEPTANCE
CRITERIA
127
4.4.2
4.4.2.1
4.5
4.6
GROUPS
OF
LOADS
127
CHARACTERISTIC
VALUES
OF
MULTICOMPONENT
ACTION
127
TRAFFIC
LOADS
FOR
FATIGUE
128
VERIFICATIONS
REGARDING
DEFORMATION
AND
VIBRATIONS
FOR
RAILWAY
BRIDGES
128
4.7
4.7.1
4.7.1.1
4.7.1.2
WORKED
EXAMPLE
129
INTRODUCTION
129
CALCULATION
OF
REACTIONS
AT
BEARINGS:
PRE-DIMENSIONING
130
CALCULATION
OF
FORCES
AND
PRELIMINARY
DESIGN
OF
THE
FIXED
ABUTMENT
130
4.7.2
4.7.2.1
4.7.2.2
4.7.23
4.7.3
4.73.1
4.73.2
4.7.33
4.73.4
4.73.5
4.73.6
4.73.7
4.7.4
4.7.4.1
4.7.4.2
4.7.43
ACTIONS
130
VERTICAL
LOADS
130
HORIZONTAL
FORCES
131
WIND
SPEED
132
CALCULATION
OF
REACTIONS
AT
BEARINGS:
PRE-DIMENSIONING
133
VERTICAL
FORCES
133
CENTRIFUGAL
FORCES
134
WIND
AT
UNLOADED
STATE
135
WIND
WITH
LIVE
LOAD
135
REACTIONS
IN
PIER
HEADS
135
TRANSVERSAL
WIND
BEARINGS
REACTIONS
136
LOADS
PER
BEARINGS
136
FIXED
ABUTMENT
LOADS
137
INTRODUCTION
137
LOADS
TRANSMITTED
BY
THE
DECK
137
FORCES
ACTING
ON
THE
ABUTMENT
138
REFERENCES
140
5
DYNAMIC
BEHAVIOUR
OF
HIGH-SPEED
RAILWAY
BRIDGES
143
ALEJANDRO
PEREZ-CALDENTEY
5.1
5.1.1
5.1.2
5.1.3
INTRODUCTION
143
RESONANCE
143
ENVELOPE
DYNAMIC
FACTOR
144
DYNAMIC
FACTOR
FOR
REAL
TRAINS
OBTAINED
BY
MEANS
OF
ANALYTICAL
FORMULATIONS
145
5.1.4
DYNAMIC
FACTOR
OBTAINED
BY
DYNAMIC
ANALYSIS
147
X
CONTENTS
5.2
5.2.1
5.2.1.1
5.2.1.2
5.2.2
5.2.3
5.2.4
5.2.5
5.3
5.3.1
5.3.2
5.3.3
5.4
5.4.1
5.4.2
METHODS
FOR
DYNAMIC
CALCULATIONS
AND
STRUCTURAL
RESPONSE
153
MODAL
SUPERPOSITION
153
MATRIX
FORMULATION
FOR
FINITE
ELEMENT
ANALYSIS
153
FORMULATION
BASED
ON
ASSUMED
EIGENFORMS
155
RESPONSE
TO
THE
ISOLATED
LOAD
158
RESPONSE
TO
THE
TRAIN
LOADS
162
EFFECT
OF
DAMPING
164
DYNAMIC
INTERACTION
BETWEEN
VEHICLE
AND
STRUCTURE
165
INTEROPERABILITY
167
INTRODUCTION
167
UNIVERSAL
DYNAMIC
TRAIN
A
167
UNIVERSAL
DYNAMIC
TRAIN
B
167
APPLICATION
EXAMPLES
168
CASE
WITHOUT
DYNAMIC
ANALYSIS
168
CASE
WITH
DYNAMIC
ANALYSIS
169
REFERENCES
183
6
LONGITUDINAL
TRACK-STRUCTURE
INTERACTION
185
MANUEL
CUADRADO
AND
ALEJANDRO
PEREZ-CALDENTEY
6.1
6.2
6.3
6.3.1
6.3.1.1
6.3.1.2
6.3.1.3
6.3.1.4
6.3.1.5
6.3.1.6
6.4
6.4.1
6.4.1.1
6.4.1.2
6.4.2
6.4.3
6.4.4
6.4.5
6.5
6.5.1
6.5.2
6.5.3
6.6
6.6.1
6.6.2
6.6.3
6.7
INTRODUCTION
185
PROBLEM
STATEMENT
185
MODEL
FOR
ANALYSIS
188
GENERAL
CONSIDERATIONS
188
RAILS
189
DECK
189
INTERACTION
BETWEEN
RAILS
AND
TRACK
BASE
189
BEARINGS
189
COLUMNS
190
FOUNDATIONS
190
ACTIONS
191
TEMPERATURE
VARIATIONS
191
CASE
WITHOUT
TRACK
JOINT
191
CASE
WITH
TRACK
JOINT
191
TRACTION
AND
BRAKING
FORCES
191
VERTICAL
LOADS
192
CREEP
AND
SHRINKAGE
192
COMBINATION
OF
ACTIONS
193
VERIFICATIONS
194
VERIFICATIONS
IN
TERMS
OF
STRESSES
194
VERIFICATIONS
IN
TERMS
OF
DISPLACEMENTS
195
CRITERIA
FOR
PLACING
A
TRACK
JOINT
196
RAIL
EXPANSION
JOINTS
197
DESIGN
OF
REJS
-
CALCULATION
OF
THE
MAXIMUM
DISPLACEMENT
197
REGULATION
201
INSTALLATION
201
LONGITUDINAL
SCHEMES
203
CONTENTS
6.7.1
CONTINOUS
DECK
WITH
A
SINGLE
FIXED
POINT
LOCATED
AT
ONE
OF
THE
ABUTMENTS
203
6.7.1.1
6.7.1.2
6.7.2
GENERAL
203
EXAMPLES
204
CONTINOUS
DECK
WITH
THE
FIXED
POINT
LOCATED
ON
ONE
OF
THE
CENTRAL
PIERS
211
6.7.2.1
6.7.3
GENERAL
211
SIMPLY
SUPPORTED
SPANS
WITHOUT
LONGITUDINAL
CONTINUITY,
WITH
A
FIXED
POINT
ON
EACH
SPAN
211
6.7.3.1
6.7.3.2
6.7.4
GENERAL
211
EXAMPLE
212
FIXED
POINTS
AT
THE
TWO
ABUTMENTS
AND
A
STRUCTURAL
JOINT
IN
THE
MIDDLE
212
6.7.4.1
6.7.4.2
6.7.5
GENERAL
212
EXAMPLE
214
DECK
DIVIDED
INTO
SEVERAL
CONTINUOUS
STRETCHES,
EACH
ONE
INCLUDING
SEVERAL
SPANS
AND
ONE
FIXED
POINT
216
6.7.5.1
6.7.5.2
6.7.6
6.7.6.1
6.7.6.2
6.7.6.3
6.8
6.8.1
6.8.2
GENERAL
216
EXAMPLE
217
ESPECIAL
SITUATIONS
218
SEISMIC
DESIGN
218
EXCEPTIONAL
GEOMETRIES
226
EXAMPLE
OF
EXCEPTIONAL
GEOMETRY
226
EXAMPLE
OF
TRACK-STRUCTURE
INTERACTION
229
VERIFICATION
OF
STRESSES
IN
THE
RAILS
229
VERIFICATION
OF
HORIZONTAL
DISPLACEMENT
AT
ABUTMENT
2
DUE
TO
BRAKING
AND
TRACTION
FORCES
231
6.8.3
VERIFICATION
OF
HORIZONTAL
DISPLACEMENT
AT
ABUTMENT
2
DUE
TO
VERTICAL
TRAIN
LOADS
232
6.8.4
VERIFICATION
OF
VERTICAL
DISPLACEMENT
AT
ABUTMENT
2
DUE
TO
VERTICAL
TRAIN
LOADS
AND
TEMPERATURE
VARIATIONS
234
REFERENCES
235
7
CONCEPTUAL
DESIGN
FOR
MAINTENANCE
239
JOSE
ROMO
7.1
7.2
7.2.1
7.2.2
7.2.3
7.3
7.4
7.5
7.6
INTRODUCTION
239
ACCESSES
240
DECKS
240
PIERS
240
ABUTMENTS
241
BEARINGS
242
EXPANSION
JOINTS
243
DRAINAGE
246
CONCLUSIONS
248
REFERENCES
248
XII
CONTENTS
APPENDIX
A
BASIC
CONCEPTS
OF
DYNAMICS
249
ALEJANDRO
PEREZ-CALDENTEY
A.1
A.1.1
A.1.2
A.1.3
DYNAMICS
OF
SINGLE
DEGREE-OF-FREEDOM
SYSTEMS
249
DYNAMIC
RESPONSE
TO
MOVING
LOADS
(DYNAMIC
LOAD
FACTOR)
249
BASICS
OF
RESONANCE
257
SOLUTION
OF
THE EQUATION OF
MOTION
OF
A
SDOF
DAMPED
SYSTEM
SUBJECTED
TO
A
TRIANGULAR
LOAD
258
A.L.3.1
A.1.3.2
AUXILIARY
EXPRESSIONS
-
INTEGRALS
AND
THEIR
DERIVATIVES
259
SOLUTION
FOR
THE DAMPED
SDOF
SYSTEM
SUBJECTED
TO
A
TRIANGULAR
LOAD
261
REFERENCE
262
APPENDIX
B
SINGULAR
BRIDGES
FOR
HIGH-SPEED
RAILWAY
LINES
263
JOSE
ROMO
B.1
B.1.1
B.1.1.1
B.1.1.2
GERMANY
263
GEMUNDEN
BRIDGE
264
DATA
SUMMARY
264
DESCRIPTION
264
FURTHER
READING
264
B.1.2
B.1.2.1
B.1.2.2
VEITSHOCHHEIM
BRIDGE
266
DATA
SUMMARY
266
DESCRIPTION
266
FURTHER
READING
266
B.1.3
B.1.3.1
B.1.3.2
PFIEFFETAL
BRIDGE
268
DATA
SUMMARY
268
DESCRIPTION
268
FURTHER
READING
268
B.1.4
B.1.4.1
B.1.4.2
NANTENBACH
BRIDGE
270
DATA
SUMMARY
270
DESCRIPTION
270
FURTHER
READING
270
B.1.5
B.1.5.1
B.1.5.2
UNSTRUTTAL
BRIDGE
272
DATA
SUMMARY
272
DESCRIPTION
272
FURTHER
READING
272
B.1.6
B.1.6.1
B.1.6.2
GANSEBACHTAL
VIADUCT
274
DATA
SUMMARY
274
DESCRIPTION
274
FURTHER
READING
274
B.1.7
B.L.7.1
B.1.7.2
HAMERTEN
BRIDGE
276
DATA
SUMMARY
276
DESCRIPTION
276
FURTHER
READING
276
B.1.8
B.1.8.1
FILSTAI
BRIDGE
278
DATA
SUMMARY
278
CONTENTS
XIII
B.1.8.2
DESCRIPTION
278
FURTHER
READING
278
B.2
FRANCE
281
B.2.1
GARDE-ADH^MAR
VIADUCT
282
B.2.1.1
DATA
SUMMARY
282
B.2.1.2
DESCRIPTION
282
FURTHER
READING
282
B.2.2
AVIGNON
VIADUCTS
284
B.2.2.1
DATA
SUMMARY
284
B.2.2.2
DESCRIPTION
284
FURTHER
READING
284
B.2.3
MORNAS
VIADUCT
286
B.2.3.1
DATA
SUMMARY
286
B.2.3.2
DESCRIPTION
286
FURTHER
READING
286
B.2.4
SAVOUREUSE
VIADUCT
288
B.2.4.1
DATA
SUMMARY
288
B.2.4.2
DESCRIPTION
288
FURTHER
READING
288
B.3
SPAIN
291
B.3.1
OSERA
BRIDGE
292
B.3.
1.1
DATA
SUMMARY
292
B.3.1.2
DESCRIPTION
292
FURTHER
READING
292
B.3.2
LLINARS
DEL
VALLES
VIADUCT
294
B.3.2.1
DATA
SUMMARY
294
B.3.2.2
DESCRIPTION
294
FURTHER
READING
294
B.3.3
SALTO
DEL
CARNERO
RAILWAY
BRIDGE,
SARAGOSSA
296
B.3.3.1
DATA
SUMMARY
296
B.3.3.2
DESCRIPTION
296
FURTHER
READING
296
B.3.4
VIADUCT
OVER
AP7
RIUDELLOTS
DE
LA
SELVA
298
B.3.4.1
DATA
SUMMARY
298
B.3.4.2
DESCRIPTION
298
FURTHER
READING
298
B.3.5
CONTRERAS
BRIDGE
300
B.3.5.1
DATA
SUMMARY
300
B.3.
5.2
DESCRIPTION
300
FURTHER
READING
300
B.3.6
VIADUCT
OVER
RIVER
ULLA
302
B.3.6.1
DATA
SUMMARY
302
B.3.6.2
DESCRIPTION
302
FURTHER
READING
302
B.3.7
ALMONTE
BRIDGE
304
XIV
J
CONTENTS
B.3.7.1
DATA
SUMMARY
304
B.3.7.2
DESCRIPTION
304
FURTHER
READING
304
B.3.8
ALCANTARA
BRIDGE
306
B.3.8.1
DATA
SUMMARY
306
B.3.8.2
DESCRIPTION
306
FURTHER
READING
306
B.4
JAPAN
309
B.4.1
YASHIRO
BRIDGE
310
B.4.1.1
DATA
SUMMARY
310
B.4.
1.2
DESCRIPTION
310
FURTHER
READING
310
B.4.2
KUMAGAWA
BRIDGE
312
B.4.2.1
DATA
SUMMARY
312
B.4.2.2
DESCRIPTION
312
B.4.3
SANNAI-MARUYAMA
BRIDGE
314
B.4.3.1
DATA
SUMMARY
314
B.4.3.2
DESCRIPTION
314
FURTHER
READING
314
B.5
CHINA
317
B.5.1
TIANXINGZHOU
YANGTZE
RIVER
BRIDGE
318
B.5.1.1
DATA
SUMMARY
318
B.5.1.2
DESCRIPTION
318
FURTHER
READING
318
B.5.
2
NANJING
DASHENGGUAN
YANGTZE
RIVER
BRIDGE
320
B.5.2.1
DATA
SUMMARY
320
B.5.2.2
DESCRIPTION
320
FURTHER
READING
320
B.5.
3
TONGLING
YANGTZE
RIVER
BRIDGE
322
B.5.3.1
DATA
SUMMARY
322
B.5.3.2
DESCRIPTION
322
FURTHER
READING
322
B.5.4
BEIPANJIANG
BRIDGE
324
B.5.4.1
DATA
SUMMARY
324
B.5.4.2
DESCRIPTION
324
FURTHER
READING
324
B.5.
5
YACHIHE
BRIDGE
326
B.5.5.1
DATA
SUMMARY
326
B.5.5.2
DESCRIPTION
326
FURTHER
READING
326
B.5.6
WUFENGSHAN
YANGTZE
RIVER
BRIDGE
328
B.5.6.1
DATA
SUMMARY
328
B.5.6.2
DESCRIPTION
328
FURTHER
READING
328
INDEX
331 |
| adam_txt |
CONTENTS
FOREWORD
XV
ABOUT
THE
AUTHORS
XVII
ACKNOWLEDGEMENTS
XIX
1
INTRODUCTION
TO
HIGH-SPEED
RAILWAY
BRIDGES
1
JOSE
ROMO
1.1
BOOK
'
S
CONTENT
1
1.2
WHAT
IS
SPECIAL
ABOUT
A
HIGH-SPEED
RAIL
BRIDGE?
2
1.2.1
DYNAMIC
AMPLIFICATION
AND
RESONANCE
2
1.2.2
RAIL
TRAFFIC
SECURITY
3
1.2.3
PASSENGER
'
S
COMFORT
3
1.2.4
TRACK-STRUCTURE
INTERACTION
4
1.3
GENERAL
IDEAS
ON
HIGH-SPEED
RAILWAY
BRIDGES
4
1.4
EVOLUTION
AND
TRENDS
IN
HIGH-SPEED
BRIDGE
DESIGN
6
1.4.1
FIRST
HIGH-SPEED
BRIDGES
6
1.4.1.1
FIRST-GENERATION
GERMAN
BRIDGES
6
1.4.1.2
FIRST-GENERATION
FRENCH
BRIDGES
8
1.4.1.3
FIRST-GENERATION
SPANISH
BRIDGES
8
1.4.2
RECENT
HIGH-SPEED
BRIDGES
9
1.4.2.1
RECENT
FRENCH
BRIDGES
9
1.4.2.2
SECOND-GENERATION
GERMAN
BRIDGES
9
1.4.2.3
RECENT
SPANISH
HSRB
10
1.4.2.4
BRIDGES
FOR
HIGH-SPEED
RAILWAY
LINES
IN
CHINA
10
1.4.2.5
BRITISH
HIGH-SPEED
BRIDGES
12
1.4.2.6
HIGH-SPEED
RAILWAY
BRIDGES
IN
THE
USA
12
1.4.3
CONCLUSIONS
12
1.4.3.1
VIADUCTS
13
1.4.3.2
LONG-SPAN
BRIDGES
13
1.5
THE
LANDSCAPE
AND
THE
DESIGN
OF
HIGH-SPEED
RAILWAY
BRIDGES
13
1.5.1
THE
TRAVELLER
'
S
EXPERIENCE
13
1.5.2
THE
BRIDGE
IN
THE
LANDSCAPE
15
1.5.2.1
LONG
VIADUCTS
WITH
LOW
VERTICAL
LEVEL
16
1.5.2.2
LONG
VIADUCTS
WITH
MEDIUM
OR
HIGH
LEVEL
16
VI
CONTENTS
1.6
1.7
1.8
1.9
RAILWAY
BRIDGES
AS
LANDMARKS
OR
ICONS
OF
A
LINE
22
RAILWAY
BRIDGE
'
S
LEGACY
23
BUILDING
FOR
THE
21ST
CENTURY
24
CONCLUSIONS
24
REFERENCES
25
2
TRACK
FOR
HIGH-SPEED
BRIDGES
29
MANUEL
CUADRADO
2.1
2.2
2.2.1
2.2.2
2.3
2.3.1
2.3.1.1
2.3.1.2
2.3.1.3
2.3.1.4
2.3.1.5
2.3.2
2.3.2.1
2.3.2.2
2.3.3
2.3.3.1
2.3.3.2
2.3.3.3
2.3.3.4
2.3.4
2.3.4.1
2.3.4.2
2.4
2.4.1
2.4.2
2.4.3
2.4.3.1
2.4.3.2
INTRODUCTION
29
SPECIFIC
CRITERIA
FOR
RAILWAY
BRIDGES
29
GENERAL
CRITERIA
29
SPECIFIC
CRITERIA
FOR
HIGH-SPEED
BRIDGES
31
DESCRIPTION
OF
THE
TRACK
SUPERSTRUCTURE
31
TRACK
COMPONENTS:
DEFINITIONS,
FUNCTIONS,
AND
QUALITIES
32
BALLAST
32
SLEEPERS
32
FASTENERS
33
RAILS
33
SWITCHES
AND
CROSSINGS
34
MOST
IMPORTANT
CONCEPTUAL
IMPROVEMENTS
35
CONTINUOUS
WELDED
RAIL
(CWR)
35
TRACK-INFRASTRUCTURE
INTERACTION:
BETTER
UNDERSTANDING
36
EVOLUTION
OF
THE
DIFFERENT
COMPONENTS
36
BALLAST
36
SLEEPERS
37
FASTENINGS
39
RAILS
40
TRACK
OPTIONS
CURRENTLY
AVAILABLE
FOR
HIGH
SPEED
41
OPTIMISED
BALLASTED
TRACK
41
NEW
BALLASTLESS
TRACK
43
SLS
RELATED
TO
THE
TRACK
44
DYNAMIC
INTERACTION:
TRACK-VEHICLE
44
TRACK
GEOMETRY
QUALITY
46
SLS
VERIFICATIONS
REGARDING
DEFORMATIONS
AND
VIBRATIONS
48
CRITERIA
FOR
TRAFFIC
SAFETY
48
COMFORT
CRITERIA
55
REFERENCES
57
3
CONCEPTUAL
DESIGN
OF
HIGH-SPEED
RAILWAY
BRIDGES
61
JOSE
ROMO
3.1
3.2
INTRODUCTION
61
STRUCTURAL
AND FUNCTIONAL
SPECIFIC
REQUIREMENTS
FOR
HIGH-SPEED
RAILWAY
BRIDGES
62
3.2.1
3.2.2
INTRODUCTION
62
CONTROL
OF
VERTICAL
ACCELERATION
62
CONTENTS
VII
3.2.3
3.2.4
ROTATION
AT
EXPANSION
JOINTS
62
HORIZONTAL
BRAKING
AND
TRACTION
FORCES
AND
RELATIVE
MOVEMENTS
BETWEEN
DECK
AND
INFRASTRUCTURE
62
3.2.5
3.2.6
3.3
3.3.1
3.3.2
3.3.3
3.3.4
3.4
3.4.1
3.4.2
3.4.2.1
3.4.3
3.4.4
3.5
3.5.1
3.5.1.1
3.5.1.2
3.5.1.3
3.5.1.4
3.5.1.5
3.5.1.6
3.5.2
3.5.3
3.5.3.1
3.5.3.2
3.5.4
3.5.4.1
3.5.4.2
3.5.4.3
3.5.4.4
3.6
3.6.1
3.6.1.1
3.6.1.2
3.6.1.3
3.6.2
3.6.3
3.6.3.1
3.7
3.7.1
3.7.2
3.7.3
TRACK-BRIDGE
DECK
INTERACTION
63
EXPANSION
JOINTS
63
LONGITUDINAL
DESIGN
STRATEGIES
64
GENERAL
CONCEPTS
64
BALLASTED
TRACK
65
BALLASTLESS
TRACK
66
ACTIONS
TO
BE
CONSIDERED
AT
THE
FIXED
POINT
66
DESIGN
SITUATION
OF
HIGH-SPEED
RAILWAY
BRIDGES
66
SHORT
CROSSING
AT
LOW
LEVEL
67
LONG
STRUCTURES
67
LOW
PROFILE
68
HIGH-LEVEL
VIADUCTS
71
LONG
SPAN
STRUCTURES
72
STRUCTURAL
TYPES
72
STRAIGHT
DECK
SOLUTIONS
72
SIMPLY
SUPPORTED
DECK
72
CONTINUOUS
SLAB
CONCRETE
DECKS
73
PRECAST
BEAM
DECKS
74
CONCRETE
BOX
HOLLOW
SECTIONS
78
STEEL
BEAM
DECKS
80
STEEL
SEMI-THROUGH
DECKS
81
TRUSS
BRIDGES
82
ARCH
BRIDGES
83
UPPER
DECK
BRIDGES
83
TIED
ARCH
BRIDGES
85
CABLE-SUPPORTED
BRIDGES
85
EXTRADOSED
BRIDGES
85
CABLE-STAYED
BRIDGES
86
SUSPENSION
BRIDGES
88
HYBRID
BRIDGES
89
STRUCTURAL
ELEMENTS
-
SUBSTRUCTURE
89
ABUTMENTS
90
ABUTMENTS
WITH
EXPANSION
JOINT
IN
STRUCTURE
ONLY
90
ABUTMENTS
WITH
EXPANSION
JOINT
IN
STRUCTURE
AND
TRACK
90
FIXED
ABUTMENTS
91
PIERS
95
BEARINGS
95
GENERAL
BEARING
LAYOUT
96
SEISMIC
DESIGN
99
SEISMIC
DESIGN
STRATEGIES
99
SEISMIC
BEHAVIOUR
AND
DECK
ARTICULATION
99
LONGITUDINAL
BEHAVIOUR
100
VIII
CONTENTS
3.7.3.1
3.7.3.2
3.7.4
3.7.4.1
3.7.4.2
3.7.4.3
3.7.4.4
3.8
3.8.1
3.8.1.1
3.8.1.2
3.8.1.3
3.8.1.4
3.8.1.5
3.8.2
3.8.3
3.8.4
SIMPLY
SUPPORTED
SPANS
100
CONTINUOUS
DECK
100
TRANSVERSAL
BEHAVIOUR
101
INTRODUCTION
101
FIXED
TRANSVERSAL
SUPPORT
101
TRANSVERSAL
DAMPING
SYSTEMS
102
DAMPING
DEVICES
PLUS
BEARINGS
104
WORKED
EXAMPLE
106
INTRODUCTION:
AIM
AND
DATA
106
TOPOGRAPHY
106
PLAN
AND
ELEVATION
106
RAILWAY
PLATFORM
SECTION
-
PROJECT
SPEED
106
WATER
FLOOD
LEVEL
107
PRELIMINARY
GEOTECHNICAL
DATA
107
METHODOLOGY
107
CRITICAL
ANALYSIS
OF
EXISTING
INFORMATION
107
DETERMINATION
OF
THE
LENGTH
OF
THE
VIADUCT,
SELECTION
OF
THE
FIXED
POINT
108
3.8.5
3.8.6
3.8.7
3.8.7.1
3.8.7.2
3.8.7.3
3.8.7.4
SPAN
DISTRIBUTION
109
DECK
PRE-DIMENSIONING
109
PRE-DESIGN
OF
THE
INFRASTRUCTURE
112
FIXED
POINT
112
BEARINGS
112
ABUTMENTS
112
PIERS
113
REFERENCES
115
4
DESIGN
BASIS
117
JOSE
ROMO
4.1
4.2
4.3
4.3.1
4.3.1.1
4.3.1.2
4.3.1.3
4.3.2
4.3.2.1
4.3.2.2
4.3.2.3
4.3.2.4
4.3.2.5
4.3.2.6
4.3.2.7
4.3.3
INTRODUCTION
117
DESIGN
SITUATIONS
117
RAIL
TRAFFIC
ACTIONS
AND
OTHER
ACTIONS
SPECIFIC
OF
RAILWAY
BRIDGES
118
PERMANENT
LOADS
118
SELF-WEIGHT
118
DEAD
LOADS
118
PARTIAL
BALLAST
REMOVAL
119
VARIABLE
LOADS
119
VERTICAL
LIVE
LOADS
119
TRACTION
AND
BRAKING
FORCES
121
CENTRIFUGAL
FORCES
122
NOSING
FORCES
123
AERODYNAMIC
ACTIONS
FROM
PASSING
TRAINS
123
THERMAL
ACTIONS
123
BEARING
FRICTION
124
DYNAMICS
EFFECTS
124
CONTENTS
IX
43.3.1
4.33.2
4.3.4
43.4.1
4.4
4.4.1
4.4.1.1
4.4.1.2
INTRODUCTION
124
CONSIDERATION
OF
DYNAMIC
EFFECTS
125
RAILWAY
VEHICLE
DERAILMENT
125
RAILWAY
VEHICLE
IMPACTS
125
APPLICATION
OF
TRAFFIC
LOADS
ON
RAILWAY
BRIDGES
126
GENERAL
126
LOAD
SITUATIONS
FOR
STRUCTURAL
DESIGN
127
LOAD
SITUATIONS
FOR
LIMIT
STATE
AND
ASSOCIATED
ACCEPTANCE
CRITERIA
127
4.4.2
4.4.2.1
4.5
4.6
GROUPS
OF
LOADS
127
CHARACTERISTIC
VALUES
OF
MULTICOMPONENT
ACTION
127
TRAFFIC
LOADS
FOR
FATIGUE
128
VERIFICATIONS
REGARDING
DEFORMATION
AND
VIBRATIONS
FOR
RAILWAY
BRIDGES
128
4.7
4.7.1
4.7.1.1
4.7.1.2
WORKED
EXAMPLE
129
INTRODUCTION
129
CALCULATION
OF
REACTIONS
AT
BEARINGS:
PRE-DIMENSIONING
130
CALCULATION
OF
FORCES
AND
PRELIMINARY
DESIGN
OF
THE
FIXED
ABUTMENT
130
4.7.2
4.7.2.1
4.7.2.2
4.7.23
4.7.3
4.73.1
4.73.2
4.7.33
4.73.4
4.73.5
4.73.6
4.73.7
4.7.4
4.7.4.1
4.7.4.2
4.7.43
ACTIONS
130
VERTICAL
LOADS
130
HORIZONTAL
FORCES
131
WIND
SPEED
132
CALCULATION
OF
REACTIONS
AT
BEARINGS:
PRE-DIMENSIONING
133
VERTICAL
FORCES
133
CENTRIFUGAL
FORCES
134
WIND
AT
UNLOADED
STATE
135
WIND
WITH
LIVE
LOAD
135
REACTIONS
IN
PIER
HEADS
135
TRANSVERSAL
WIND
BEARINGS
REACTIONS
136
LOADS
PER
BEARINGS
136
FIXED
ABUTMENT
LOADS
137
INTRODUCTION
137
LOADS
TRANSMITTED
BY
THE
DECK
137
FORCES
ACTING
ON
THE
ABUTMENT
138
REFERENCES
140
5
DYNAMIC
BEHAVIOUR
OF
HIGH-SPEED
RAILWAY
BRIDGES
143
ALEJANDRO
PEREZ-CALDENTEY
5.1
5.1.1
5.1.2
5.1.3
INTRODUCTION
143
RESONANCE
143
ENVELOPE
DYNAMIC
FACTOR
144
DYNAMIC
FACTOR
FOR
REAL
TRAINS
OBTAINED
BY
MEANS
OF
ANALYTICAL
FORMULATIONS
145
5.1.4
DYNAMIC
FACTOR
OBTAINED
BY
DYNAMIC
ANALYSIS
147
X
CONTENTS
5.2
5.2.1
5.2.1.1
5.2.1.2
5.2.2
5.2.3
5.2.4
5.2.5
5.3
5.3.1
5.3.2
5.3.3
5.4
5.4.1
5.4.2
METHODS
FOR
DYNAMIC
CALCULATIONS
AND
STRUCTURAL
RESPONSE
153
MODAL
SUPERPOSITION
153
MATRIX
FORMULATION
FOR
FINITE
ELEMENT
ANALYSIS
153
FORMULATION
BASED
ON
ASSUMED
EIGENFORMS
155
RESPONSE
TO
THE
ISOLATED
LOAD
158
RESPONSE
TO
THE
TRAIN
LOADS
162
EFFECT
OF
DAMPING
164
DYNAMIC
INTERACTION
BETWEEN
VEHICLE
AND
STRUCTURE
165
INTEROPERABILITY
167
INTRODUCTION
167
UNIVERSAL
DYNAMIC
TRAIN
A
167
UNIVERSAL
DYNAMIC
TRAIN
B
167
APPLICATION
EXAMPLES
168
CASE
WITHOUT
DYNAMIC
ANALYSIS
168
CASE
WITH
DYNAMIC
ANALYSIS
169
REFERENCES
183
6
LONGITUDINAL
TRACK-STRUCTURE
INTERACTION
185
MANUEL
CUADRADO
AND
ALEJANDRO
PEREZ-CALDENTEY
6.1
6.2
6.3
6.3.1
6.3.1.1
6.3.1.2
6.3.1.3
6.3.1.4
6.3.1.5
6.3.1.6
6.4
6.4.1
6.4.1.1
6.4.1.2
6.4.2
6.4.3
6.4.4
6.4.5
6.5
6.5.1
6.5.2
6.5.3
6.6
6.6.1
6.6.2
6.6.3
6.7
INTRODUCTION
185
PROBLEM
STATEMENT
185
MODEL
FOR
ANALYSIS
188
GENERAL
CONSIDERATIONS
188
RAILS
189
DECK
189
INTERACTION
BETWEEN
RAILS
AND
TRACK
BASE
189
BEARINGS
189
COLUMNS
190
FOUNDATIONS
190
ACTIONS
191
TEMPERATURE
VARIATIONS
191
CASE
WITHOUT
TRACK
JOINT
191
CASE
WITH
TRACK
JOINT
191
TRACTION
AND
BRAKING
FORCES
191
VERTICAL
LOADS
192
CREEP
AND
SHRINKAGE
192
COMBINATION
OF
ACTIONS
193
VERIFICATIONS
194
VERIFICATIONS
IN
TERMS
OF
STRESSES
194
VERIFICATIONS
IN
TERMS
OF
DISPLACEMENTS
195
CRITERIA
FOR
PLACING
A
TRACK
JOINT
196
RAIL
EXPANSION
JOINTS
197
DESIGN
OF
REJS
-
CALCULATION
OF
THE
MAXIMUM
DISPLACEMENT
197
REGULATION
201
INSTALLATION
201
LONGITUDINAL
SCHEMES
203
CONTENTS
6.7.1
CONTINOUS
DECK
WITH
A
SINGLE
FIXED
POINT
LOCATED
AT
ONE
OF
THE
ABUTMENTS
203
6.7.1.1
6.7.1.2
6.7.2
GENERAL
203
EXAMPLES
204
CONTINOUS
DECK
WITH
THE
FIXED
POINT
LOCATED
ON
ONE
OF
THE
CENTRAL
PIERS
211
6.7.2.1
6.7.3
GENERAL
211
SIMPLY
SUPPORTED
SPANS
WITHOUT
LONGITUDINAL
CONTINUITY,
WITH
A
FIXED
POINT
ON
EACH
SPAN
211
6.7.3.1
6.7.3.2
6.7.4
GENERAL
211
EXAMPLE
212
FIXED
POINTS
AT
THE
TWO
ABUTMENTS
AND
A
STRUCTURAL
JOINT
IN
THE
MIDDLE
212
6.7.4.1
6.7.4.2
6.7.5
GENERAL
212
EXAMPLE
214
DECK
DIVIDED
INTO
SEVERAL
CONTINUOUS
STRETCHES,
EACH
ONE
INCLUDING
SEVERAL
SPANS
AND
ONE
FIXED
POINT
216
6.7.5.1
6.7.5.2
6.7.6
6.7.6.1
6.7.6.2
6.7.6.3
6.8
6.8.1
6.8.2
GENERAL
216
EXAMPLE
217
ESPECIAL
SITUATIONS
218
SEISMIC
DESIGN
218
EXCEPTIONAL
GEOMETRIES
226
EXAMPLE
OF
EXCEPTIONAL
GEOMETRY
226
EXAMPLE
OF
TRACK-STRUCTURE
INTERACTION
229
VERIFICATION
OF
STRESSES
IN
THE
RAILS
229
VERIFICATION
OF
HORIZONTAL
DISPLACEMENT
AT
ABUTMENT
2
DUE
TO
BRAKING
AND
TRACTION
FORCES
231
6.8.3
VERIFICATION
OF
HORIZONTAL
DISPLACEMENT
AT
ABUTMENT
2
DUE
TO
VERTICAL
TRAIN
LOADS
232
6.8.4
VERIFICATION
OF
VERTICAL
DISPLACEMENT
AT
ABUTMENT
2
DUE
TO
VERTICAL
TRAIN
LOADS
AND
TEMPERATURE
VARIATIONS
234
REFERENCES
235
7
CONCEPTUAL
DESIGN
FOR
MAINTENANCE
239
JOSE
ROMO
7.1
7.2
7.2.1
7.2.2
7.2.3
7.3
7.4
7.5
7.6
INTRODUCTION
239
ACCESSES
240
DECKS
240
PIERS
240
ABUTMENTS
241
BEARINGS
242
EXPANSION
JOINTS
243
DRAINAGE
246
CONCLUSIONS
248
REFERENCES
248
XII
CONTENTS
APPENDIX
A
BASIC
CONCEPTS
OF
DYNAMICS
249
ALEJANDRO
PEREZ-CALDENTEY
A.1
A.1.1
A.1.2
A.1.3
DYNAMICS
OF
SINGLE
DEGREE-OF-FREEDOM
SYSTEMS
249
DYNAMIC
RESPONSE
TO
MOVING
LOADS
(DYNAMIC
LOAD
FACTOR)
249
BASICS
OF
RESONANCE
257
SOLUTION
OF
THE EQUATION OF
MOTION
OF
A
SDOF
DAMPED
SYSTEM
SUBJECTED
TO
A
TRIANGULAR
LOAD
258
A.L.3.1
A.1.3.2
AUXILIARY
EXPRESSIONS
-
INTEGRALS
AND
THEIR
DERIVATIVES
259
SOLUTION
FOR
THE DAMPED
SDOF
SYSTEM
SUBJECTED
TO
A
TRIANGULAR
LOAD
261
REFERENCE
262
APPENDIX
B
SINGULAR
BRIDGES
FOR
HIGH-SPEED
RAILWAY
LINES
263
JOSE
ROMO
B.1
B.1.1
B.1.1.1
B.1.1.2
GERMANY
263
GEMUNDEN
BRIDGE
264
DATA
SUMMARY
264
DESCRIPTION
264
FURTHER
READING
264
B.1.2
B.1.2.1
B.1.2.2
VEITSHOCHHEIM
BRIDGE
266
DATA
SUMMARY
266
DESCRIPTION
266
FURTHER
READING
266
B.1.3
B.1.3.1
B.1.3.2
PFIEFFETAL
BRIDGE
268
DATA
SUMMARY
268
DESCRIPTION
268
FURTHER
READING
268
B.1.4
B.1.4.1
B.1.4.2
NANTENBACH
BRIDGE
270
DATA
SUMMARY
270
DESCRIPTION
270
FURTHER
READING
270
B.1.5
B.1.5.1
B.1.5.2
UNSTRUTTAL
BRIDGE
272
DATA
SUMMARY
272
DESCRIPTION
272
FURTHER
READING
272
B.1.6
B.1.6.1
B.1.6.2
GANSEBACHTAL
VIADUCT
274
DATA
SUMMARY
274
DESCRIPTION
274
FURTHER
READING
274
B.1.7
B.L.7.1
B.1.7.2
HAMERTEN
BRIDGE
276
DATA
SUMMARY
276
DESCRIPTION
276
FURTHER
READING
276
B.1.8
B.1.8.1
FILSTAI
BRIDGE
278
DATA
SUMMARY
278
CONTENTS
XIII
B.1.8.2
DESCRIPTION
278
FURTHER
READING
278
B.2
FRANCE
281
B.2.1
GARDE-ADH^MAR
VIADUCT
282
B.2.1.1
DATA
SUMMARY
282
B.2.1.2
DESCRIPTION
282
FURTHER
READING
282
B.2.2
AVIGNON
VIADUCTS
284
B.2.2.1
DATA
SUMMARY
284
B.2.2.2
DESCRIPTION
284
FURTHER
READING
284
B.2.3
MORNAS
VIADUCT
286
B.2.3.1
DATA
SUMMARY
286
B.2.3.2
DESCRIPTION
286
FURTHER
READING
286
B.2.4
SAVOUREUSE
VIADUCT
288
B.2.4.1
DATA
SUMMARY
288
B.2.4.2
DESCRIPTION
288
FURTHER
READING
288
B.3
SPAIN
291
B.3.1
OSERA
BRIDGE
292
B.3.
1.1
DATA
SUMMARY
292
B.3.1.2
DESCRIPTION
292
FURTHER
READING
292
B.3.2
LLINARS
DEL
VALLES
VIADUCT
294
B.3.2.1
DATA
SUMMARY
294
B.3.2.2
DESCRIPTION
294
FURTHER
READING
294
B.3.3
SALTO
DEL
CARNERO
RAILWAY
BRIDGE,
SARAGOSSA
296
B.3.3.1
DATA
SUMMARY
296
B.3.3.2
DESCRIPTION
296
FURTHER
READING
296
B.3.4
VIADUCT
OVER
AP7
RIUDELLOTS
DE
LA
SELVA
298
B.3.4.1
DATA
SUMMARY
298
B.3.4.2
DESCRIPTION
298
FURTHER
READING
298
B.3.5
CONTRERAS
BRIDGE
300
B.3.5.1
DATA
SUMMARY
300
B.3.
5.2
DESCRIPTION
300
FURTHER
READING
300
B.3.6
VIADUCT
OVER
RIVER
ULLA
302
B.3.6.1
DATA
SUMMARY
302
B.3.6.2
DESCRIPTION
302
FURTHER
READING
302
B.3.7
ALMONTE
BRIDGE
304
XIV
J
CONTENTS
B.3.7.1
DATA
SUMMARY
304
B.3.7.2
DESCRIPTION
304
FURTHER
READING
304
B.3.8
ALCANTARA
BRIDGE
306
B.3.8.1
DATA
SUMMARY
306
B.3.8.2
DESCRIPTION
306
FURTHER
READING
306
B.4
JAPAN
309
B.4.1
YASHIRO
BRIDGE
310
B.4.1.1
DATA
SUMMARY
310
B.4.
1.2
DESCRIPTION
310
FURTHER
READING
310
B.4.2
KUMAGAWA
BRIDGE
312
B.4.2.1
DATA
SUMMARY
312
B.4.2.2
DESCRIPTION
312
B.4.3
SANNAI-MARUYAMA
BRIDGE
314
B.4.3.1
DATA
SUMMARY
314
B.4.3.2
DESCRIPTION
314
FURTHER
READING
314
B.5
CHINA
317
B.5.1
TIANXINGZHOU
YANGTZE
RIVER
BRIDGE
318
B.5.1.1
DATA
SUMMARY
318
B.5.1.2
DESCRIPTION
318
FURTHER
READING
318
B.5.
2
NANJING
DASHENGGUAN
YANGTZE
RIVER
BRIDGE
320
B.5.2.1
DATA
SUMMARY
320
B.5.2.2
DESCRIPTION
320
FURTHER
READING
320
B.5.
3
TONGLING
YANGTZE
RIVER
BRIDGE
322
B.5.3.1
DATA
SUMMARY
322
B.5.3.2
DESCRIPTION
322
FURTHER
READING
322
B.5.4
BEIPANJIANG
BRIDGE
324
B.5.4.1
DATA
SUMMARY
324
B.5.4.2
DESCRIPTION
324
FURTHER
READING
324
B.5.
5
YACHIHE
BRIDGE
326
B.5.5.1
DATA
SUMMARY
326
B.5.5.2
DESCRIPTION
326
FURTHER
READING
326
B.5.6
WUFENGSHAN
YANGTZE
RIVER
BRIDGE
328
B.5.6.1
DATA
SUMMARY
328
B.5.6.2
DESCRIPTION
328
FURTHER
READING
328
INDEX
331 |
| any_adam_object | 1 |
| any_adam_object_boolean | 1 |
| author | Romo, José 1959- Pérez-Caldentey, Alejandro Cuadrado, Manuel |
| author_GND | (DE-588)1311264000 |
| author_facet | Romo, José 1959- Pérez-Caldentey, Alejandro Cuadrado, Manuel |
| author_role | aut aut aut |
| author_sort | Romo, José 1959- |
| author_variant | j r jr a p c apc m c mc |
| building | Verbundindex |
| bvnumber | BV049322304 |
| classification_rvk | ZI 6650 ZI 6654 |
| classification_tum | BAU 720 BAU 750 |
| ctrlnum | (OCoLC)1409129988 (DE-599)DNB1287305881 |
| discipline | Bauingenieurwesen Verkehrstechnik |
| discipline_str_mv | Bauingenieurwesen |
| format | Book |
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| id | DE-604.BV049322304 |
| illustrated | Illustrated |
| index_date | 2024-07-03T22:43:25Z |
| indexdate | 2024-08-06T00:21:46Z |
| institution | BVB |
| institution_GND | (DE-588)2026876-2 |
| isbn | 9783433033135 3433033137 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-034583232 |
| oclc_num | 1409129988 |
| open_access_boolean | |
| owner | DE-210 DE-M347 DE-1050 DE-91 DE-BY-TUM |
| owner_facet | DE-210 DE-M347 DE-1050 DE-91 DE-BY-TUM |
| physical | xix, 340 Seiten Illustrationen, Diagramme 25 cm |
| publishDate | 2024 |
| publishDateSearch | 2024 |
| publishDateSort | 2024 |
| publisher | Ernst & Sohn |
| record_format | marc |
| spelling | Romo, José 1959- Verfasser (DE-588)1311264000 aut High-speed railway bridges conceptual design guide José Remo, Alejandro Pérez-Caldentey and Manuel Cuadrado Berlin Ernst & Sohn [2024] © 2024 xix, 340 Seiten Illustrationen, Diagramme 25 cm txt rdacontent n rdamedia nc rdacarrier Erdbebenzone (DE-588)4152645-4 gnd rswk-swf Schnellfahrstrecke (DE-588)4660106-5 gnd rswk-swf Brückenbau (DE-588)4008415-2 gnd rswk-swf Eisenbahnbrücke (DE-588)4123118-1 gnd rswk-swf Bemessung (DE-588)4005461-5 gnd rswk-swf Konstruktion (DE-588)4032231-2 gnd rswk-swf Entwurf (DE-588)4121208-3 gnd rswk-swf Bauteil (DE-588)4144198-9 gnd rswk-swf Typologie (DE-588)4061321-5 gnd rswk-swf Baudynamik (DE-588)4796826-6 gnd rswk-swf Hochgeschwindigkeitszug (DE-588)4113934-3 gnd rswk-swf Hochgeschwindigkeit (DE-588)4260017-0 gnd rswk-swf Gleisbau (DE-588)4157568-4 gnd rswk-swf Baustatik (DE-588)4112679-8 gnd rswk-swf Bauentwurf (DE-588)4004744-1 gnd rswk-swf Bauingenieur- u. Bauwesen Baustatik u. Baumechanik Civil Engineering & Construction Stahlhochbau u. Brückenbau Steel Construction & Bridge Engineering Structural Theory & Structural Mechanics Structures Tragwerke Transportation Engineering Verkehrsbau CE03: Tragwerke CE07: Stahlhochbau u. Brückenbau CE80: Baustatik u. Baumechanik CE90: Verkehrsbau Brückenbau (DE-588)4008415-2 s Schnellfahrstrecke (DE-588)4660106-5 s Hochgeschwindigkeitszug (DE-588)4113934-3 s DE-604 Eisenbahnbrücke (DE-588)4123118-1 s Bemessung (DE-588)4005461-5 s Baustatik (DE-588)4112679-8 s Hochgeschwindigkeit (DE-588)4260017-0 s Typologie (DE-588)4061321-5 s Bauteil (DE-588)4144198-9 s Gleisbau (DE-588)4157568-4 s Baudynamik (DE-588)4796826-6 s Erdbebenzone (DE-588)4152645-4 s Entwurf (DE-588)4121208-3 s Bauentwurf (DE-588)4004744-1 s Konstruktion (DE-588)4032231-2 s Pérez-Caldentey, Alejandro Verfasser aut Cuadrado, Manuel Verfasser aut Wilhelm Ernst & Sohn (DE-588)2026876-2 pbl X:MVB http://www.wiley-vch.de/publish/dt/books/ISBN978-3-433-03313-5/ DNB Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=034583232&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Romo, José 1959- Pérez-Caldentey, Alejandro Cuadrado, Manuel High-speed railway bridges conceptual design guide Erdbebenzone (DE-588)4152645-4 gnd Schnellfahrstrecke (DE-588)4660106-5 gnd Brückenbau (DE-588)4008415-2 gnd Eisenbahnbrücke (DE-588)4123118-1 gnd Bemessung (DE-588)4005461-5 gnd Konstruktion (DE-588)4032231-2 gnd Entwurf (DE-588)4121208-3 gnd Bauteil (DE-588)4144198-9 gnd Typologie (DE-588)4061321-5 gnd Baudynamik (DE-588)4796826-6 gnd Hochgeschwindigkeitszug (DE-588)4113934-3 gnd Hochgeschwindigkeit (DE-588)4260017-0 gnd Gleisbau (DE-588)4157568-4 gnd Baustatik (DE-588)4112679-8 gnd Bauentwurf (DE-588)4004744-1 gnd |
| subject_GND | (DE-588)4152645-4 (DE-588)4660106-5 (DE-588)4008415-2 (DE-588)4123118-1 (DE-588)4005461-5 (DE-588)4032231-2 (DE-588)4121208-3 (DE-588)4144198-9 (DE-588)4061321-5 (DE-588)4796826-6 (DE-588)4113934-3 (DE-588)4260017-0 (DE-588)4157568-4 (DE-588)4112679-8 (DE-588)4004744-1 |
| title | High-speed railway bridges conceptual design guide |
| title_auth | High-speed railway bridges conceptual design guide |
| title_exact_search | High-speed railway bridges conceptual design guide |
| title_exact_search_txtP | High-speed railway bridges conceptual design guide |
| title_full | High-speed railway bridges conceptual design guide José Remo, Alejandro Pérez-Caldentey and Manuel Cuadrado |
| title_fullStr | High-speed railway bridges conceptual design guide José Remo, Alejandro Pérez-Caldentey and Manuel Cuadrado |
| title_full_unstemmed | High-speed railway bridges conceptual design guide José Remo, Alejandro Pérez-Caldentey and Manuel Cuadrado |
| title_short | High-speed railway bridges |
| title_sort | high speed railway bridges conceptual design guide |
| title_sub | conceptual design guide |
| topic | Erdbebenzone (DE-588)4152645-4 gnd Schnellfahrstrecke (DE-588)4660106-5 gnd Brückenbau (DE-588)4008415-2 gnd Eisenbahnbrücke (DE-588)4123118-1 gnd Bemessung (DE-588)4005461-5 gnd Konstruktion (DE-588)4032231-2 gnd Entwurf (DE-588)4121208-3 gnd Bauteil (DE-588)4144198-9 gnd Typologie (DE-588)4061321-5 gnd Baudynamik (DE-588)4796826-6 gnd Hochgeschwindigkeitszug (DE-588)4113934-3 gnd Hochgeschwindigkeit (DE-588)4260017-0 gnd Gleisbau (DE-588)4157568-4 gnd Baustatik (DE-588)4112679-8 gnd Bauentwurf (DE-588)4004744-1 gnd |
| topic_facet | Erdbebenzone Schnellfahrstrecke Brückenbau Eisenbahnbrücke Bemessung Konstruktion Entwurf Bauteil Typologie Baudynamik Hochgeschwindigkeitszug Hochgeschwindigkeit Gleisbau Baustatik Bauentwurf |
| url | http://www.wiley-vch.de/publish/dt/books/ISBN978-3-433-03313-5/ http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=034583232&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| work_keys_str_mv | AT romojose highspeedrailwaybridgesconceptualdesignguide AT perezcaldenteyalejandro highspeedrailwaybridgesconceptualdesignguide AT cuadradomanuel highspeedrailwaybridgesconceptualdesignguide AT wilhelmernstsohn highspeedrailwaybridgesconceptualdesignguide |