Holdings: A new aerodynamic phenomenon and its effects on the design of ultra high cylindrical towers

A new aerodynamic phenomenon and its effects on the design of ultra high cylindrical towers:

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Bibliographic Details
Main Author:	Lupi, Francesca 1984- (Author)
Format:	Thesis Book
Language:	English
Published:	Aachen Shaker 2013
Series:	Berichte aus dem Bauwesen
Subjects:	Aussteifung Stahlbetonrohr Turm Atmosphärische Grenzschicht Windlast Aufwindkraftwerk Hochschulschrift
Online Access:	Inhaltsverzeichnis Inhaltsverzeichnis
Physical Description:	XXXII, 320 S. Ill., zahlr. graph. Darst., Kt.
ISBN:	9783844024418

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MARC


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adam_text	TABLE OF CONTENTS CHAPTER 1. INTRODUCTION 1 1.1 THE SOLAR UPDRAFT POWER PLANTS TECHNOLOGY 1 1.2 HISTORICAL REVIEW 3 1.3 PRODUCTION OF ENERGY 6 1.4 MAIN COMPONENTS OF THE POWER PLANT 11 1.4.1 THE TOWER 11 1.4.2 THE COLLECTOR 14 1.4.3 THE TURBINES 15 1.5 AIM OF THE RESEARCH 16 CHAPTER 2. RISK SCENARIO FOR SUPPS TECHNOLOGY 19 2.1 AEOLIAN RISK 19 2.2 RISK MANAGEMENT FRAMEWORK 20 2.3 NATURAL HAZARD - THE WIND ACTION 23 2.3.1 THE STRUCTURE OF STRONG WINDS IN THE ATMOSPHERIC BOUNDARY LAYER 24 2.3.2 EXPERIMENTAL AND NUMERICAL INVESTIGATION OF THE ABL 38 2.3.3 THE CORIOLIS FORCE 44 2.3.4 TROPICAL CYCLONES AND TORNADOES 49 2.4 STRUCTURAL VULNERABILITY OF THE TOWER TO THE WIND ACTION 50 CHAPTER 3. FLOW AROUND CIRCULAR CYLINDERS: STATE OF THE ART 55 3.1 THE BOUNDARY LAYER AND ITS SEPARATION 55 3.2 THE STATE OF THE FLOW AS A FUNCTION OF THE REYNOLDS NUMBER 56 3.2.1 FULLY LAMINAR STATE 58 3.2.2 TRANSITIONAL STATES 59 3.2.3 FULLY TURBULENT STATE 66 3.2.4 SUMMARY 66 3.3 EFFECT OF SURFACE ROUGHNESS 68 IX HTTP://D-NB.INFO/1044724994 3.4 EFFECT OF FREE-STREAM TURBULENCE 73 3.5 THREE DIMENSIONAL EFFECTS 78 3.6 BI-STABLE FLOWS IN LITERATURE 98 CHAPTER 4. EXPERIMENTAL SET-UP FOR WIND TUNNEL TESTS 101 4.1 WIST WIND TUNNEL (RUHR-UNIVERSITY BOCHUM) 101 4.1.1 GEOMETRY OF THE BOUNDARY LAYER WIND TUNNEL 101 4.1.2 FLOW CHARACTERISTICS 104 4.1.3 PRESSURE MEASUREMENT TECHNIQUE 116 4.2 MODEL OF THE SOLAR UPDRAFT TOWER 119 4.3 OUTLINE OF THE EXPERIMENTS 127 4.4 PRELIMINARY RESULTS ON THE CIRCULAR CYLINDER 131 4.4.1 VELOCITY OF EFFLUX 131 4.4.2 INTERNAL PRESSURE 132 4.4.3 REYNOLDS EFFECTS ON THE SMOOTH AND ROUGH CYLINDER 133 CHAPTER 5. A NEW PHENOMENON AROUND CIRCULAR CYLINDERS 143 5.1 EXPERIMENTAL OBSERVATION 143 5.2 DESCRIPTION OF A NEW CROSS-WIND PHENOMENON 145 5.2.1 THREE MAIN FEATURES 145 5.2.2 STEP BY STEP THROUGH A JUMP BETWEEN TWO STATES 149 5.2.3 LITERATURE AND NOVELTY 153 5.3 CONDITIONS OF OCCURRENCE 155 5.3.1 DEPENDENCY ON THE REYNOLDS NUMBER 156 5.3.2 EFFECT OF SURFACE ROUGHNESS 159 5.3.3 INFLUENCE OF BOUNDARY LAYER 161 5.3.4 REMOVAL OF EXPERIMENTAL (UNINTENTIONAL) DISTURBANCES 162 5.3.5 THE EFFECT OF THE EFFLUX 162 5.3.6 THE EFFECT OF NUMBER AND SIZE OF RINGS 163 5.4 A PHYSICAL INTERPRETATION 166 5.5 EFFECT ON WIND LOAD 181 X 5.6 MITIGATION STRATEGIES 184 CHAPTER 6. EXPERIMENTAL AND NUMERICAL EVIDENCE 187 6.1 CRIACIV WIND TUNNEL (UNIVERSITY OF FLORENCE) 187 6.1.1 CHARACTERISTICS AND INSTRUMENTATION 187 6.1.2 OUTLINE OF THE EXPERIMENTS 190 6.2 THE BISTABLE FLOW AT CRIACIV 195 6.3 INFLUENCE OF THE ATMOSPHERIC BOUNDARY LAYER 200 6.4 ASYMMETRIC BI-STABLE FLOW IN CFD SIMULATIONS 208 6.5 CONCLUDING REMARKS 214 CHAPTER 7. LOAD AND RESPONSE 217 7.1 MODELLING OF WIND LOAD 217 7.1.1 INFLUENCE OF BOUNDARY LAYER FLOWS ON FORCE COEFFICIENTS 217 7.1.2 MEAN PRESSURE COEFFICIENT DISTRIBUTION 223 7.1.3 RMS PRESSURE COEFFICIENTS: BODY-INDUCED AND TURBULENCE-INDUCED FLUCTUATIONS 228 7.1.4 CROSS-CORRELATION COEFFICIENTS 238 7.2 THE BEAM RESPONSE 250 7.2.1 QUASI-STATIC AND DYNAMIC BEAM RESPONSE 250 7.2.2 THE STRUCTURAL RESPONSE TO THE ASYMMETRIC LOAD 262 7.3 THE SHELL RESPONSE 267 7.3.1 VALIDATION OF THE SIMPLIFIED WIND LOAD MODEL 267 7.3.2 LOCAL EFFECTS IN THE VICINITY OF THE STIFFENING RINGS 271 7.3.3 DYNAMIC AMPLIFICATION 274 7.3.4 THE SHELL RESPONSE UNDER ASYMMETRIC WIND LOAD (10 RING BEAMS) 275 CHAPTER 8. CONCLUSIONS AND FUTURE OUTLOOKS 283 CHAPTER 9. BIBLIOGRAPHY 287 CHAPTER LO.APPENDIX 305 10.1 MODELLING OF WIND LOAD (CHAPTER 7) 305 10.2 THE BEAM RESPONSE (CHAPTER 7) 309 XI 10.3 THE SHELL RESPONSE (CHAPTER 7) XLL
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spelling	Lupi, Francesca 1984- Verfasser (DE-588)1047975599 aut A new aerodynamic phenomenon and its effects on the design of ultra high cylindrical towers Francesca Lupi Aachen Shaker 2013 XXXII, 320 S. Ill., zahlr. graph. Darst., Kt. txt rdacontent n rdamedia nc rdacarrier Berichte aus dem Bauwesen Zugl.: Braunschweig, Techn. Univ. und Florenz, Univ., Diss., 2013 Zsfassung in engl., ital. und und dt. Sprache Aussteifung (DE-588)4122858-3 gnd rswk-swf Stahlbetonrohr (DE-588)4056853-2 gnd rswk-swf Turm (DE-588)4203577-6 gnd rswk-swf Atmosphärische Grenzschicht (DE-588)4192517-8 gnd rswk-swf Windlast (DE-588)4133242-8 gnd rswk-swf Aufwindkraftwerk (DE-588)4143438-9 gnd rswk-swf (DE-588)4113937-9 Hochschulschrift gnd-content Aufwindkraftwerk (DE-588)4143438-9 s Turm (DE-588)4203577-6 s Stahlbetonrohr (DE-588)4056853-2 s Aussteifung (DE-588)4122858-3 s Windlast (DE-588)4133242-8 s Atmosphärische Grenzschicht (DE-588)4192517-8 s DE-604 DE-601 pdf/application http://www.gbv.de/dms/bs/toc/773510532.pdf Inhaltsverzeichnis DNB Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=027733309&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis
spellingShingle	Lupi, Francesca 1984- A new aerodynamic phenomenon and its effects on the design of ultra high cylindrical towers Aussteifung (DE-588)4122858-3 gnd Stahlbetonrohr (DE-588)4056853-2 gnd Turm (DE-588)4203577-6 gnd Atmosphärische Grenzschicht (DE-588)4192517-8 gnd Windlast (DE-588)4133242-8 gnd Aufwindkraftwerk (DE-588)4143438-9 gnd
subject_GND	(DE-588)4122858-3 (DE-588)4056853-2 (DE-588)4203577-6 (DE-588)4192517-8 (DE-588)4133242-8 (DE-588)4143438-9 (DE-588)4113937-9
title	A new aerodynamic phenomenon and its effects on the design of ultra high cylindrical towers
title_auth	A new aerodynamic phenomenon and its effects on the design of ultra high cylindrical towers
title_exact_search	A new aerodynamic phenomenon and its effects on the design of ultra high cylindrical towers
title_full	A new aerodynamic phenomenon and its effects on the design of ultra high cylindrical towers Francesca Lupi
title_fullStr	A new aerodynamic phenomenon and its effects on the design of ultra high cylindrical towers Francesca Lupi
title_full_unstemmed	A new aerodynamic phenomenon and its effects on the design of ultra high cylindrical towers Francesca Lupi
title_short	A new aerodynamic phenomenon and its effects on the design of ultra high cylindrical towers
title_sort	a new aerodynamic phenomenon and its effects on the design of ultra high cylindrical towers
topic	Aussteifung (DE-588)4122858-3 gnd Stahlbetonrohr (DE-588)4056853-2 gnd Turm (DE-588)4203577-6 gnd Atmosphärische Grenzschicht (DE-588)4192517-8 gnd Windlast (DE-588)4133242-8 gnd Aufwindkraftwerk (DE-588)4143438-9 gnd
topic_facet	Aussteifung Stahlbetonrohr Turm Atmosphärische Grenzschicht Windlast Aufwindkraftwerk Hochschulschrift
url	http://www.gbv.de/dms/bs/toc/773510532.pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=027733309&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA
work_keys_str_mv	AT lupifrancesca anewaerodynamicphenomenonanditseffectsonthedesignofultrahighcylindricaltowers

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