Seismic risk assessment of masonry walls and risk reduction by means of prestressing:
Gespeichert in:
| 1. Verfasser: | |
|---|---|
| Format: | Abschlussarbeit Buch |
| Sprache: | English |
| Veröffentlicht: |
Braunschweig
Technische Univ., Inst. f. Baustoffe
2009
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| Schriftenreihe: | Institut für Baustoffe, Massivbau und Brandschutz der Technischen Universität Braunschweig
209 |
| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis |
| Beschreibung: | IV, 239 S. Ill., graph. Darst. 210 mm x 150 mm |
| ISBN: | 9783892881926 |
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| adam_text | SEISMIC RISK ASSESSMENT OF MASONRY WALLS AND RISK REDUCTION BY MEANS OF
PRESTRESSING DISSERTATION SUBMITTED TO AND APPROVED BY THE DEPARTMENT OF
ARCHITECTURE, CIVIL ENGINEERING AND ENVIRONMENTAL SCIENCES UNIVERSITY OF
BRAUNSCHWEIG - INSTITUTE OF TECHNOLOGY AND THE FACULTY OF ENGINEERING
UNIVERSITY OF FLORENCE IN CANDIDACY FOR THE DEGREE OF A DOKTOR-INGENIEUR
(DR.-ING.) / DOTTORE DI RICERCA IN RISK MANAGEMENT ON THE BUILT
ENVIRONMENT * BY SILVIO T. SPERBECK BORN 26.08.1976 FROM HALDENSLEBEN,
GERMANY SUBMITTED ON ORAL EXAMINATION ON PROFESSORIAL ADVISORS 23
OCTOBER 2008 5 DECEMBER 2008 PROF. HARALD BUDELMANN PROF. GIANNI BARTOLI
2009 *) EITHER THE GERMAN OR THE ITALIAN FORM OF THE TITLE MAY BE USED.
CONTENTS CONTENTS 1 INTRODUCTION 1 1.1 MOTIVATION 1 1.2 PROBLEM
DEFINITION, LIMITATION AND SOLUTION 1 1.3 OVERVIEW OF THE THESIS 2 2
RISK MANAGEMENT 5 2.1 GENERAL REMARKS 5 2.1.1 CATASTROPHES 5 2.1.2
UNCERTAINTIES 9 2.2 METHODOLOGY FOR MANAGING DISASTER RISK 10 2.2.1
EXISTING DEFINITIONS OF DISASTER RISK 11 2.2.2 RISK MANAGEMENT CONCEPT
12 2.2.2.1 RISK IDENTIFICATION PHASE 13 2.2.2.2 RISK ASSESSMENT PHASE 13
2.2.2.3 RISK TREATMENT PHASE 16 2.2.3 EVALUATION AND INTEGRATION OF MOST
COMMON DEFINITIONS 17 2.3 MEASURING RISK 18 2.3.1 GENERAL REMARKS 18
2.3.2 DAMAGE PARAMETERS 19 2.3.3 LOSS PARAMETERS 20 2.4 RISK EVALUATION
21 2.5 SUMMARY 23 3 EARTHQUAKES AND STRUCTURAL RESPONSE 25 3.1 GENERAL
REMARKS 25 3.2 DESCRIPTION OF EARTHQUAKES 27 3.2.1 MAGNITUDES AND
SEISMIC MOMENT 27 3.2.2 AMPLITUDE PARAMETERS 28 3.2.3 DURATION 28 3.2.4
INTENSITY 29 3.2.4.1 TIME DOMAIN 29 3.2.4.2 DAMAGE INTENSITY SCALES 30
3.2.5 FREQUENCY CONTENT PARAMETERS 32 3.3 EARTHQUAKE RECORDS 32 3.4
STRUCTURAL DYNAMIC 33 3.4.1 SINGLE-DEGREE-OF-FREEDOM SYSTEM 33 3.4.2
DAMPING 34 3.5 CORRELATION BETWEEN STRONG MOTION PARAMETERS AND
STRUCTURAL DAMAGE 35 3.6 PROBABILITY OF EARTHQUAKE LOADING 36 3.6.1
GENERAL REMARKS 36 3.6.2 PROBABILITY ASSESSMENT FOR AN ENDANGERED REGION
AND GROUND MOTION ESTIMATION ....39 3.7 REQUIREMENTS ON THE SEISMIC
PERFORMANCE OF STRUCTURES 42 3.7.1 GENERAL REMARKS 42 3.7.2 SHEAR
CAPACITY 44 3.7.3 DUCTILITY 44 3.7.4 CONCLUSION 44 3.8 SUMMARY 45 4
MASONRY 47 4.1 UNREINFORCED MASONRY 47 CONTENTS 4.1.1 MECHANICAL
PROPERTIES OF MASONRY 47 4.1.1.1 MATERIAL BEHAVIOUR OF UNITS AND MORTAR
47 4.1.1.2 COMPRESSION BEHAVIOUR OF MASONRY 48 4.1.1.3 TENSION BEHAVIOUR
OF MASONRY 49 4.1.1.4 SHEAR BEHAVIOUR OF MASONRY 49 4.1.2 SUPPORT
CONDITIONS OF MASONRY WALLS 52 4.1.3 FAILURE MECHANISMS OF HORIZONTAL
IN-PLANE LOADED MASONRY WALLS 52 4.1.4 INFLUENCING PARAMETERS ON FAILURE
MECHANISMS 55 4.1.4.1 VERTICAL LOAD LEVEL, SLENDERNESS AND SUPPORT
CONDITIONS 55 4.1.4.2 MATERIAL PARAMETERS OF MASONRY 56 4.1.5
EXPERIMENTAL TESTS OF SHEAR WALLS 57 4.1.5.1 EINDHOVEN 57 4.2 VERTICAL
PRESTRESSED MASONRY 58 4.2.1 MEANS TO APPLY VERTICAL PRESTRESSING IN
PRACTICE 58 4.2.2 FUNCTION OF PRESTRESSING 60 4.2.2.1 SHEAR BEHAVIOUR 60
4.2.2.2 BENDING BEHAVIOUR 61 4.2.2.3 STABILITY Z ZZ^Z^ZZZZZZZ . 62
4.2.2.4 CRACKING 63 4.2.3 COMPARISON OF HISTORICAL AND MODERN MASONRY
REGARDING A REASONABLE APPLICATION OF VERTICAL PRESTRESSING 63 4.2.4
EXPERIMENTAL TESTS OF PRESTRESSED SHEAR WALLS 65 4.2.4.1 DORTMUND 65
4.2.4.2 IBMB TESTS OF BRAUNSCHWEIG 66 4.2.5 WALL-TENDON INTERACTION 70
4.2.6 EXAMPLES OF APPLICATION 71 4.2.6.1 SALVATION ARMY CITADEL 71
4.2.6.2 KINDERGARTEN ZURICH 73 4.2.6.3 FACTORY REGENSDORF ...74 4.2.6.4
HALL 8 IBMB I.ZZZZIZ^ Z ZZZ ZZ 75 4.2.6.5 EMPA-BUILDING IN DUBENDORF
77 4.2.6.6 THE BELL TOWER IN TRIGNANO 78 4.3 NUMERICAL MODELLING 79
4.3.1 MODELLING STRATEGIES FOR MASONRY 79 4.3.2 BASICS OF PLASTIC THEORY
80 4.3.3 MATERIAL MODELS . .82 4.3.3.1 INTERFACE MATERIAL MODEL OF DELFT
82 4.3.3.2 MATERIAL MODEL OF LAGOMARSINO AND GAMBAROTTA 83 4.3.3.3
MATERIAL MODEL OF SCHLEGEL 87 4.3.3.4 DISCUSSION OF THE MODELS FOR A
REASONABLE APPLICATION 90 4.3.4 DAMAGE PARAMETERS 90 4.3.4.1 STOREY
DRIFT 90 4.3.4.2 MORTARDAMAGE 91 4.3.4.3 UNIT DAMAGE 91 4.3.4.4 PLASTIC
STRAINS 91 4.3.4.5 PLASTIC ACTIVITY 92 4.3.4.6 STRESSES 92 4.3.5
NUMERICAL MODELLING OF PRESTRESSED MASONRY 93 4.3.5.1 MEANS TO MODEL
VERTICAL PRESTRESSING 93 4.3.5.2 REASONS TO MODEL TENDONS 93 4.4 SUMMARY
93 CONTENTS 5 IMPACT OF PRESTRESSING ON THE DYNAMIC BEHAVIOUR 95 5.1
EXPERIMENTAL RESULTS 96 5.1.1 STATIC SHEAR WALL TESTS 96 5.1.2 STATIC
CYCLIC SHEAR WALL TESTS 98 5.1.3 DYNAMIC SHEAR WALL TESTS 98 5.1.4
DYNAMIC TESTS OF PRESTRESSED BEAMS 98 5.2 RESULTS OF NON-LINEAR
SIMULATIONS 99 5.3 SUMMARY 99 6 NUMERICAL INVESTIGATION OF
NON-PRESTRESSED AND PRESTRESSED MASONRY STRUCTURES 101 6.1 EXPERIMENTAL
TESTS OF STATIC LOADED SHEAR WALLS 101 6.2 CASE STUDIES 104 6.2.1
RESULTS OF A NON-LINEAR STATIC CASE STUDY 104 6.2. 6.2. 6.2. 6.2. 6.2.
6.2. 6.2. 6.2. .1 BASICS OF THE CASE STUDY 104 .2 MODEL 105 .3 IMPACT ON
CHANGE OF PRESTRESSING FORCES IN THE TENDON 106 .4 RESTORING FORCES DUE
TO TENDONS 108 .5 ROTATION OF THE TOP 110 .6 SHEAR CAPACITY 111 .7
DUCTILITY 113 .8 SUMMARY OF UNEXPECTED AND IMPORTANT RESULTS 114 6.2.2
RESULTS OF A NON-LINEAR DYNAMIC CASE STUDY : 115 6.2.2.1 BASICS OF THE
CASE STUDY 115 6.2.2.2 RESULTS 115 6.3 SIMULATION OF THE EXPERIMENTAL
TESTS OF PRESTRESSED WALLS 119 6.3.1 STATIC AND STATIC CYCLIC LOADING
119 6.3.2 EARTHQUAKE SIMULATION WITH AND WITHOUT PRESTRESSING 132
6.3.2.1 WALL 1 132 6.3.2.2 WALL 3 137 6.3.3 PROBABILISTIC EARTHQUAKE
SIMULATION WITH AND WITHOUT PRESTRESSING 142 6.3.3.1 WALL 1 143 6.3.3.2
WALL 3 147 6.4 SIMULATION OF HALL 8 IBMB 155 6.4.1 SIMULATION OF THE
EXISTING STATE 156 6.4.2 SIMULATION WITHOUT PRESTRESSING 158 6.5 SUMMARY
159 7 FURTHER MEASURES TO ATTAIN A GOOD SEISMIC PERFORMANCE 161 7.1
DISCUSSION OF FURTHER MEASURES 161 7.1.1 MICROSCOPIC LEVEL - REASONABLE
MATERIAL PARAMETER SELECTION FOR MASONRY 161 7.1.2 MACROSCOPIC LEVEL -
REASONABLE PARAMETER SELECTION FOR WALLS 161 7.1.2.1 WALL GEOMETRY 162
7.1.2.2 VERTICAL LOAD LEVEL 162 7.1.2.3 ELASTOMER BEARING 162 7.1.2.4
MISCELLANEOUS IDEAS 162 7.2 SIMULATION OF FURTHER MEASURES 163 7.2.1
DIVISION IN SLENDER WALLS AS NON-PRESTRESSED AND PRESTRESSED VERSION 163
7.2.2 UNIT TYPE, MASONRY BOND AND UNIT SIZE 168 CONTENTS 8 APPLICATION
OF THE RISK MANAGEMENT METHODOLOGY TO EVALUATE 171 171 DIFFERENT
MEASURES 8.1 HAZARD ANALYSIS 171 8.2 DAMAGE ASSESSMENT 171 8.3 RISK
CALCULATION 173 8.4 RISK REDUCTION - COMPARISON OF PRESTRESSED AND
NON-PRESTRESSF.D WALLS 176 8.5 OPTIMISATION 176 8.6 IMPACT OF
PRESTRESSING ON THE LOSS 177 9 SYNOPSIS 179 9.1 SUMMARY 179 9.2
CONCLUSION 181 9.3 OUTLOOK 181 APPENDIX A: RISK MANAGEMENT GLOSSARY 1*3
APPENDIX B: DATA OF ARTIFICIAL GENERATED EARTHQUAKE FOR PROBABILISTIC
ANALYSES 187 APPENDIX C: DATA OF ARTIFICIAL GENERATED STRONG MOTION
EARTHQUAKE 195 APPENDIX D: ROTATION OF THE WALL FOR SC 2 IN DEPENDENCY
ON TENDON POSITION AND SLENDERNESS 199 APPENDIX E: PROBABILISTIC RESULTS
FOR WALL 1 AND WALL 3 201 APPENDIX F: DESCRIPTION OF THE NORTHRIDGE
EARTHQUAKE 211 APPENDIX G: RISK ESTIMATION 213 APPENDIX H: MATERIAL
PARAMETERS 219 APPENDIX I: SUGGESTIONS FOR THE PRACTICAL APPLICATION OF
PRESTRESSING ON MASONRY 223 LIST OF ABBREVIATIONS 225 REFERENCES 233
|
| any_adam_object | 1 |
| author | Sperbeck, Silvio T. 1976- |
| author_GND | (DE-588)140790705 |
| author_facet | Sperbeck, Silvio T. 1976- |
| author_role | aut |
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| bvnumber | BV036129860 |
| ctrlnum | (OCoLC)917776282 (DE-599)DNB998905739 |
| dewey-full | 624.17620284 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 624 - Civil engineering |
| dewey-raw | 624.17620284 |
| dewey-search | 624.17620284 |
| dewey-sort | 3624.17620284 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Maschinenbau / Maschinenwesen Bauingenieurwesen |
| format | Thesis Book |
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| id | DE-604.BV036129860 |
| illustrated | Illustrated |
| indexdate | 2024-07-09T22:37:33Z |
| institution | BVB |
| isbn | 9783892881926 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-020212184 |
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| physical | IV, 239 S. Ill., graph. Darst. 210 mm x 150 mm |
| publishDate | 2009 |
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| publisher | Technische Univ., Inst. f. Baustoffe |
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| series2 | Institut für Baustoffe, Massivbau und Brandschutz der Technischen Universität Braunschweig |
| spelling | Sperbeck, Silvio T. 1976- Verfasser (DE-588)140790705 aut Seismic risk assessment of masonry walls and risk reduction by means of prestressing Silvio T. Sperbeck Braunschweig Technische Univ., Inst. f. Baustoffe 2009 IV, 239 S. Ill., graph. Darst. 210 mm x 150 mm txt rdacontent n rdamedia nc rdacarrier Institut für Baustoffe, Massivbau und Brandschutz der Technischen Universität Braunschweig 209 Zugl.: Braunschweig, Technische Univ., Diss., 2008 Risikomanagement (DE-588)4121590-4 gnd rswk-swf Vorspannung (DE-588)4188723-2 gnd rswk-swf Erdbebensicherheit (DE-588)4113456-4 gnd rswk-swf Mauerwerk (DE-588)4038031-2 gnd rswk-swf Wand (DE-588)4064516-2 gnd rswk-swf (DE-588)4113937-9 Hochschulschrift gnd-content Mauerwerk (DE-588)4038031-2 s Wand (DE-588)4064516-2 s Vorspannung (DE-588)4188723-2 s Erdbebensicherheit (DE-588)4113456-4 s Risikomanagement (DE-588)4121590-4 s DE-604 Institut für Baustoffe, Massivbau und Brandschutz der Technischen Universität Braunschweig 209 (DE-604)BV042399928 209 GBV Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=020212184&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Sperbeck, Silvio T. 1976- Seismic risk assessment of masonry walls and risk reduction by means of prestressing Institut für Baustoffe, Massivbau und Brandschutz der Technischen Universität Braunschweig Risikomanagement (DE-588)4121590-4 gnd Vorspannung (DE-588)4188723-2 gnd Erdbebensicherheit (DE-588)4113456-4 gnd Mauerwerk (DE-588)4038031-2 gnd Wand (DE-588)4064516-2 gnd |
| subject_GND | (DE-588)4121590-4 (DE-588)4188723-2 (DE-588)4113456-4 (DE-588)4038031-2 (DE-588)4064516-2 (DE-588)4113937-9 |
| title | Seismic risk assessment of masonry walls and risk reduction by means of prestressing |
| title_auth | Seismic risk assessment of masonry walls and risk reduction by means of prestressing |
| title_exact_search | Seismic risk assessment of masonry walls and risk reduction by means of prestressing |
| title_full | Seismic risk assessment of masonry walls and risk reduction by means of prestressing Silvio T. Sperbeck |
| title_fullStr | Seismic risk assessment of masonry walls and risk reduction by means of prestressing Silvio T. Sperbeck |
| title_full_unstemmed | Seismic risk assessment of masonry walls and risk reduction by means of prestressing Silvio T. Sperbeck |
| title_short | Seismic risk assessment of masonry walls and risk reduction by means of prestressing |
| title_sort | seismic risk assessment of masonry walls and risk reduction by means of prestressing |
| topic | Risikomanagement (DE-588)4121590-4 gnd Vorspannung (DE-588)4188723-2 gnd Erdbebensicherheit (DE-588)4113456-4 gnd Mauerwerk (DE-588)4038031-2 gnd Wand (DE-588)4064516-2 gnd |
| topic_facet | Risikomanagement Vorspannung Erdbebensicherheit Mauerwerk Wand Hochschulschrift |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=020212184&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| volume_link | (DE-604)BV042399928 |
| work_keys_str_mv | AT sperbecksilviot seismicriskassessmentofmasonrywallsandriskreductionbymeansofprestressing |