Bridge aeroelasticity: sensitivity analysis and optimum design
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| Format: | Buch |
|---|---|
| Sprache: | English |
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Southampton [u.a.]
WIT
2011
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| Schriftenreihe: | High performance structures and materials
10 |
| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis |
| Beschreibung: | [xv], 337 S. Ill., graph. Darst., Kt. 25 cm |
| ISBN: | 9781845640569 184564056X |
Internformat
MARC
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| 264 | 1 | |a Southampton [u.a.] |b WIT |c 2011 | |
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Datensatz im Suchindex
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| adam_text | IMAGE 1
BRIDGE AEROELASTICITY I , SENSITIVITY ANALYSIS AND OPTIMAL DESIGN
J.A. JURADO, S. HEMANDEZ. F. NIETO & A. MOSQUERA
UNIVERSITY OF LA CORUIIE, SPAIN
WITPRESS SOUTHAMPTON, BOSTON
IMAGE 2
PREFACE
CHAPTER 1
1.1 1.2 1.3 1.4
1.5
1.6
CHAPTER 2 2.1 2.2 2.3
2.4
2.5
CONTENTS
XV
AEROELASTIC ANALYSIS AND DESIGN OPTIMIZATION OF CABLE-SUPPORTED
BRIDGES....................................................................
1
INTRODUCTION 1
AEROELASTIC PHENOMENA........... 3
METHODOLOGIES OF TLUTTER ANALYSIS 5
SENSITIVITY ANALYSIS: A DESIGN
TOOL........................................................ 9
OPTIMUM DESIGN IN ENGINEERING: APPLICATION TO BRIDGE AEROELASTICITY 12
REFERENCES 14
CABLE-SUPPORTED BRIDGES SINCE 1940: THE TACOMA EFFECL............. 15
COLLAPSE OFTHE TACOMA NARROWS
BRIDGE............................................. 15
THE TACOMA EFFECT 22
RECENT HISTORY (1966-1988) 29
2.3. DECKS WITH AERODYNAMIC SECTIONS 29
2.3.2 CABLE-STAYED
BRIDGES.............................................................. 31
RECENT HISTORY (1989-1999) 33
2.4.1 BRIDGES OFTHE HONSHU-SHIKOKU ROUTE IN JAPAN 33
2.4.2 EUROPEAN BRIDGES 42
2.4.3 BRIDGES IN CHINA: NETWORKS IN HONG KONG 47
THE 21 ST CENTURY: ACHIEVEMENTS AND PROJECTS 53
2.5.1 STONECUTTERS BRIDGE IN HONG KONG 54
2.5.2 BRIDGE OVER THE GULF OF CORINTH, LINKING RION AND ANTIRION 55
2.5.3 SUTONG BRIDGE IN
CHINA.......................................................... 57
2.5.4 XIHOUMEN BRIDGE IN CHINA 58
2.5.5 BRIDGE PROJECT OVER THE STRAIT OF
MESSINA............................... 58
2.5.6 FEHMAM STRAIT LINK
PROJECT..................................................... 59
2.5.7 PROJECTS TO LINK JAPANESE ISLANDS 62
2.5.7.1 BRIDGE PLANNED FOR THE ENTRANCE OF TOKYO BAY..... 63 2.5.7.2 ISE
BAY BRIDGE PROJECT 64
2.5.7.3 LINK OVER THE KITAN STRAIT 66
2.5.7.4 PROJECT FOR HO-YO STRAIT LINK 66
2.5.7.5 PROJECT FOR THE TSUGARU STRAIT LINK......................... 67
IMAGE 3
2.6
CHAPTER 3 3.1 3.2
3.3
3.4 3.5 3.6 3.7 3.8 3.9
CHAPTER 4 4.1 4.2
4.3
4.4
CHAPTER 5 5.1 5.2
2.5.8 BRIDGE PROJECT OVER THE CHACAO
CHANNEL................................ 69
2.5.9 THE RIAS ALTAS LINK IN SPAIN 69
2.5.9.1 SUSPENSION BRIDGES 72
2.5.9.2 ARCH
BRIDGE........................................................... 73
REFERENCES 75
METHODOLOGIES OF FLUTTER ANALYSIS FOR CABLE-SUPPORTED BRIDGES...... 77
INTRODUCTION 77
EXPERIMENTAL AEROELASTICITY IN LONG-SPAN BRIDGES 78
3.2.1 APPLICATIONS OFWIND-TUNNEL TESTING ON BRIDGE
ENGINEERING...................... 78
3.2.2 TYPES OFWIND
TUNNEL.............................................................. 81
3.2.3 SECTIONAL TESTS OF BRIDGE DECKS 85
3.2.3.1 AERODYNAMIC TESTS 85
3.2.3.2 AEROELASTIC TESTING 86
BASIC PRINCIPLES OF ANALYTICAL AEROELASTICITY 87
3.3.1 THEODORSEN S THEORY APPLIED TO FLUTTER IN FLAT PLATES 88
3.3.2 LINEARIZATION OF AEROELASTIC LOADS THROUGH FLUTTER DERIVATIVES 90
3.3.3 BRIDGE FLUTTER CONSIDERING THREE AEROELASTIC FORCES 92
MOVEMENT EQUATIONS FOR BRIDGE DECKS 94
MODAL
ANALYSIS.....................................................................................
97
AEROELASTIC RESPONSE OF A BRIDGE 100
WIND SPEED AND FREQUENCY AT THE OUTSET OF FLUTTER 103
EXISTENCE OF SIRNULTANEOUS FLUTTER FREQUENCIES 105
REFERENCES 107
FLUTTER ANALYSIS OFSUSPENSION BRIDGES DURING CONSTRUCTION........... 109
INTRODUCTION 109
HOEGA KUSTEN BRIDGE IN ITS CONSTRUCTION PHASE I 10
4.2.1 CONSTRUCTION PHASES OF THE HOEGA KUSTEN BRIDGE....................
I1I
4.2.1.1 PHASE I: 18% OFTHE MAIN SPAN I 12
4.2.1.2 PHASE 2: 51 % OFTHE CENTRAL SPAN 115
4.2.1.3 PHASE 3: 68% OF THE CENTRAL SPAN 115
4.2.1.4 PHASE 4: 97% OFTHE RNAIN SPAN 116
4.2.2 FLUTTER PARAMETER EVOLUTION IN THE CONSTRUCTION PHASE OF THE HOEGA
KUSTEN BRIDGE................ I 19
THE GREAT BELT BRIDGE IN ITS CONSTRUCTION PHASE 120
4.3.1 CONSTRUCTION PHASES OF THE GREAT BELT BRIDGE 122
4.3.2 FLUTTER PARAMETER EVOLUTION IN THE CONSTRUCTION PHASE OF THE GREAT
BELT BRIDGE 127
REFERENCES 129
FLUTTER ANALYSIS OF COMPLETED CABLE-SUPPORTED BRIDGES 131 LNTRODUCTION
131
GREAT BELT
BRIDGE.................................................................................
131
5.2.1 FREQUENCIES AND NATURAL MODES FOR THE GREAT BELT BRIDGE ..... 132
IMAGE 4
5.3
5.4
5.5
5.6
CHAPTER 6 6.1 6.2 6.3
6.4
CHAPTER 7 7.1
7.2
7.3. 7.4
7.5
5.2.2 AEROELASTIC ANALYSIS OFTHE GREAT BELT BRIDGE 138
BRIDGE OVER THE AKASHI STRAIT 145
5.3.1 NATURAL FREQUENCIES AND MODES FOR THE AKASHI STRAIT
BRIDGE.....................................................................................
147
5.3.2 AEROELASTIC ANALYSIS OFTHE AKASHI STRAIT
BRIDGE.................... 151
ORIGINAL TACOMA BRIDGE 159
5.4.1 FREQUENCIES AND NATURAL MODES FOR THE TACOMA BRIDGE 160 5.4.2
AEROELASTIC ANALYSIS OFTHE TACOMA BRIDGE 163
THE VASCO DA GAMA
BRIDGE.................................................................
168
5.5.1 FREQUENCIES AND NATURAL MODES FOR THE VASCO DA GAMA BRIDGE 170
5.5.2 AEROELASTIC ANALYSIS OFTHE VASCO DA GAMA BRIDGE 173
REFERENCES 181
SENSITIVITY ANALYSIS OF EIGENVALUE
PROBLEMS..................................... 183
LNTRODUCTION 183
APPROXIMATION BY FINITE DIFFERENCE 184
ANALYTICAL SENSITIVITY FOR EIGENVALUE PROBLEMS 185
6.3.1 SENSITIVITY DERIVATIVES IN CASE OFVIBRATION AND BUCKLING.......
185 6.3.2 SENSITIVITY DERIVATIVES FOR NON-HAMILTONIAN EIGENVALUE
PROBLEMS 189
REFERENCES 191
ANALYTICAL SENSITIVITY ANALYSIS OF FREE VIBRATION PROBLEMS..............
193 INTRODUCTION .. 193
7.1.1 MATRIX CALCULATION FOR BAR STRUCTURES IN LINEAR. SECOND-ORDER
THEORY................................................................
193
7.1.2 FREQUENCIES AND NATURAL VIBRATION MODES IN LINEAR AND SECOND-ORDER
THEORIES 198
SENSITIVITY ANALYSIS OF FREQUENCIES AND VIBRATION EIGEN MODES IN 1INEAR
AND SECOND-ORDER
THEORIES...................................................... 199
7.2.1 SENSITIVITY ANALYSIS IN LINEAR THEORY 201
7.2.2 SENSITIVITY ANALYSIS IN SECOND-ORDER THEORY 202
DESCRIPTION OFTHE ADFSNOL3D CODE 204
PRACTICAL EXAMPLES WITH ADFSNOUD 209
7.4.1 EXAMPLE 1: MAIN CABLE OF THE GOLDEN GATE BRIDGE 209
7.4.2 EXAMPLE 2: SUSPENSION BRIDGE OVER THE GREAT BELT 210
7.4.2.1 CARACTERISTICS OFTHE GREAT BELT SUSPENSION
BRIDGE....................................... 210
7.4.2.2 FREE VIBRATION ANALYSIS OFTHE GREAT BELT BRIDGE 212
7.4.2.3 FREE VIBRATION SENSITIVITY ANALYSIS OFTHE SUSPENSION BRIDGE OVER
THE GREAT BELT .. 213
REFERENCES 231
IMAGE 5
CHAPTER 8 SENSITIVITY ANALYSIS OF FLUTTER RESPONSE FOR CABLE-SUPPORTED
BRIDGES 235
8.1 INTRODUCTION 235
8.2 OBTAINING FLUTTER SPEED 235
8.3 SENSITIVITY ANALYSIS OF THE TLUTTER PARAMETERS IN A BRIDGE 236
8.3.1 DESIGN VARIABLES X 240
8.3.2 CALCULATING 8A
18X............................................................ ......
240
8.3.3 CALCULATING
8AI8UJ.......................................................... .....
242
8.3.4 CALCULATING 8A18KF... 243
8.4 SOLVING THE EIGENVALUE PROBLEM 244
8.5 FLAS CODE 248
8.6 REFERENCES 250
CHAPTER 9 SENSITIVITY OF FLUTTER RESPONSE FOR SUSPENSION BRIDGES UNDER
CONSTRUCTION........................................................................................
251
9.1 INTRODUCTION 251
9.2 EXAMPLE I: HOEGA KUSTEN BRIDGE AT THE CONSTRUCTION
PHASE................. 252
9.3 EXAMPLE 2. GREAT BELT SUSPENSION BRIDGE UND ER CONSTRUCTION 260 9.4
REFERENCES 265
CHAPTER 10 FLUTTER RESPONSE SENSITIVITY OF COMPLETED CABLE-SUPPORTED
BRIDGES 267
10.1 EXAMPLE I. GREAT BELT
BRIDGE.............................................................. 267
10.1.1 SENSITIVITY OF THE AEROELASTIC ANALYSIS WITH 2 MODES FOR THE
GREAT BELT 269
10.1.2 SENSITIVITY OFTHE AEROELASTIC ANALYSIS OFTHE GREAT BELT USING 18
MODES 271
10.1.3 COMPARISON OF THE SENSITIVITY ANALYSES FOR THE GREAT BELT 273
10.1.4 FLUTTER SPEED IN MODIFIED DESIGNS FOR THE GREAT BELT BRIDGE.. 273
10.2 EXAMPLE 2. AKASHI STRAIT BRIDGE 275
10.2.1 SENSITIVITY OF AEROELASTIC ANALYSIS USING TWO MODES FOR THE
AKASHI STRAIT BRIDGE 277
10.2.2 SENSITIVITIES FROM THE 17-MODE AEROELASTIC ANALYSIS OFTHE AKASHI
STRAIT BRIDGE 279
10.2.3 COMPARING THE SENSITIVITY ANALYSES FOR THE AKASHI STRAIT BRIDGE
282
10.2.4 FLUTTER SPEED IN MODIFIED DESIGNS OF THE AKASHI STRAIT BRIDGE 283
10.3 EXAMPLE 3. ORIGINAL TACOMA BRIDGE 284
10.3.1 SENSITIVITY FROM BIMODAL AEROELASTIC ANALYSIS OF THE TACOMA
BRIDGE.......................................................................
285
10.3.2 SENSITIVITY FROM THE AEROELASTIC ANALYSIS USING 10MODES FOR THE
TACOMA BRIDGE 287
10.3.3 COMPARING SENSITIVITY ANALYSES FOR THE TACOMA BRIDGE 289 10.3.4
FLUTTER SPEED WITHIN MODIFIED DESIGNS OF THE TACOMA BRIDGE 290
IMAGE 6
10.4 EXAMPLE 4. VASEO DA GAMA BRIDGE 291
10.4.1 SENSITIVITY FROM THE BIMODAL AEROELASTIE ANALYSIS OF THE VASEO DA
GAMA BRIDGE ,. 292
10.4.2 L L-RNODE SENSITIVITY AEROELASTIE ANALYSIS FOR THE VASEO DA GAMA
BRIDGE 294
10.4.3 COMPARING THE SENSITIVITY ANALYSES FOR THE VASEO DA GAMA BRIDGE
295
10.4.4 FLUTTER SPEED IN THE MODIFIED DESIGN OF THE VASEO DA GAMA BRIDGE
297
T 0.5 REFERENEES 298
CHAPTER 11 A FORMULATION OF OPTIMIZATION IN BRIDGE AEROELASTICITY 299
11.1 LNTRODUCTION 299
11.2 CONVENTIONAL DESIGN METHOD 299
11.3 SENSITIVITY ANALYSIS 300
11.4 OPTIMUM DESIGN 301
11.5 SUSPENSION BRIDGES OPTIMUM DESIGN 302
11.5.1 FORMULATION OFTHE OPTIMUM DESIGN PROBLEM.........................
304
11.5.2 EXTENSIONS OFTHE SENSITIVITY ANALYSIS FORMULATION DUE TO THE
ASSUMPTION OF VARIABLE MASS.................................. 307
11.5.3 SOLVING THE OPTIMUM DESIGN PROBLEM: DESERIPTION OFTHE DIOPTLCA
CODE........................................................... 308
11.5.4 SYMMETRIE BOX CROSS SEETION: GEOMETRIE PROPERTIES AND ANALYTIEAL
DERIVATIVES WITH REGARD TO THIEKNESSES............. 313 11.6
REFERENEES.... 316
CHAPTER 12 OPTIMIZATION OF SUSPENSION BRIDGES WITH AEROELASTIC AND
KINEMATIC CONSTRA INTS 319
12.1 LNTRODUCTION 319
12.2 MESSINA STRAIT BRIDGE GENERAL DESERIPTION 319
12.3 MESSINA STRAIT BRIDGE OPTIMUM DESIGN FORMULATION 325
12.4 MESSINA STRAIT BRIDGE SENSITIVITIES RESULTS 326
[2.5 MESSINA STRAIT BRIDGE OPTIMUM DESIGN RESULTS. PROBLEM C 327
12.6 MESSINA STRAIT BRIDGE OPTIMUM DESIGN RESULTS. PROBLEM L 330
12.7 MESSINA STRAIT BRIDGE OPTIMUM DESIGN RESULTS. PROBLEM CL 333 12.8
CONELUSIONS 337
12.9 REFERENEES 337
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| id | DE-604.BV037417171 |
| illustrated | Illustrated |
| indexdate | 2024-07-09T23:23:53Z |
| institution | BVB |
| isbn | 9781845640569 184564056X |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-022569500 |
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| open_access_boolean | |
| owner | DE-83 |
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| physical | [xv], 337 S. Ill., graph. Darst., Kt. 25 cm |
| publishDate | 2011 |
| publishDateSearch | 2011 |
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| publisher | WIT |
| record_format | marc |
| series | High performance structures and materials |
| series2 | High performance structures and materials |
| spelling | Bridge aeroelasticity sensitivity analysis and optimum design J.A. Jurado ... [et al.] Southampton [u.a.] WIT 2011 [xv], 337 S. Ill., graph. Darst., Kt. 25 cm txt rdacontent n rdamedia nc rdacarrier High performance structures and materials 10 Hängebrücke (DE-588)4140629-1 gnd rswk-swf Aeroelastizität (DE-588)4202469-9 gnd rswk-swf Hängebrücke (DE-588)4140629-1 s Aeroelastizität (DE-588)4202469-9 s DE-604 Jurado, J. A. Sonstige oth High performance structures and materials 10 (DE-604)BV013036963 10 GBV Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=022569500&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Bridge aeroelasticity sensitivity analysis and optimum design High performance structures and materials Hängebrücke (DE-588)4140629-1 gnd Aeroelastizität (DE-588)4202469-9 gnd |
| subject_GND | (DE-588)4140629-1 (DE-588)4202469-9 |
| title | Bridge aeroelasticity sensitivity analysis and optimum design |
| title_auth | Bridge aeroelasticity sensitivity analysis and optimum design |
| title_exact_search | Bridge aeroelasticity sensitivity analysis and optimum design |
| title_full | Bridge aeroelasticity sensitivity analysis and optimum design J.A. Jurado ... [et al.] |
| title_fullStr | Bridge aeroelasticity sensitivity analysis and optimum design J.A. Jurado ... [et al.] |
| title_full_unstemmed | Bridge aeroelasticity sensitivity analysis and optimum design J.A. Jurado ... [et al.] |
| title_short | Bridge aeroelasticity |
| title_sort | bridge aeroelasticity sensitivity analysis and optimum design |
| title_sub | sensitivity analysis and optimum design |
| topic | Hängebrücke (DE-588)4140629-1 gnd Aeroelastizität (DE-588)4202469-9 gnd |
| topic_facet | Hängebrücke Aeroelastizität |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=022569500&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
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