Theory and application of optimization strategies for the design of seismically excited structures:
Gespeichert in:
| 1. Verfasser: | |
|---|---|
| Format: | Abschlussarbeit Buch |
| Sprache: | English |
| Veröffentlicht: |
Weimar
Verl. der Bauhaus-Univ.
2009
|
| Schriftenreihe: | Schriftenreihe des Instituts für Konstruktiven Ingenieurbau
19 |
| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis |
| Beschreibung: | Online-Ausg. im Internet. - Zsfassung in dt. Sprache |
| Beschreibung: | 338 S. Ill., graph. Darst. |
| ISBN: | 9783860684023 |
Internformat
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| 245 | 1 | 0 | |a Theory and application of optimization strategies for the design of seismically excited structures |c vorgelegt von Rüdiger Weitzmann |
| 264 | 1 | |a Weimar |b Verl. der Bauhaus-Univ. |c 2009 | |
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Datensatz im Suchindex
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|---|---|
| adam_text | CONTENTS 1 INTRODUCTION 9 1.1 BACKGROUND 9 1.2 SCOPE 11 1.3 EARTHQUAKE
ENGINEERING DESIGN STRATEGIES 12 1.4 DESIGN PROBLEM - OPTIMIZATION
PROBLEM 13 1.5 CHAPTERS OVERVIEW 15 2 OVERVIEW OPTIMIZATION PROBLEMS AND
FORMULATION STRATEGIES 18 2.1 GENERAL NONLINEAR OPTIMIZATION PROBLEM 18
2.2 SUMMARY OF BASIC RELATIONS, CONDITIONS AND CATEGORIES 18 2.3
APPROXIMATION METHODS 25 2.4 UNCERTAINTY AND SENSITIVITY OF THE DESIGN
27 2.5 PRINCIPLES FOR PRACTICAL DERIVATION OF OPTIMIZATION PROBLEMS IN
ENGINEERING 28 2.5.1 ALGORITHMIC CONCEPTS 28 2.5.2 INTUITIVE DERIVATION
OF OPTIMIZATION PROBLEMS 28 2.5.3 DERIVATION USING MECHANICAL PRINCIPLES
31 3 CONTINUUM MECHANICAL BACKGROUND 35 3.1 HAMILTONIAN PRINCIPLE 35 3.2
QUASI-STATIC SUB-PROBLEMS 35 3.3 MATERIAL POINT MOTION 36 3.4 RIGID BODY
MOTION 38 3.5 DEFORMABLE BODY MOTION (LINE SEGMENT EXAMPLE) 38 3.6
DEFORMATION GRADIENT (3D-CONTINUA) 43 3.7 TENSOR STRAIN MEASURES 44 3.8
KINEMATIC CONDITION 49 3.9 MATERIAL LAW 49 3.10 STRESSES AND EQUILIBRIUM
51 3.11 STATIC AND GEOMETRIC BOUNDARY CONDITIONS 54 3.12 STATIC FORCES,
INERTIA AND DAMPING 54 4 DISCRETE SYSTEMS AND MATRIX FORMULATIONS 56 4.1
DISCRETIZATION 56 4.2 GEOMETRY 56 4. BIBLIOGRAFISCHE INFORMATIONEN
HTTP://D-NB.INFO/1000088200 DIGITALISIERT DURCH 4.13 PHYSICAL NONLINEAR
NUMERICS AT MATERIAL POINTS (ELASTO-PLASTIC SYSTEMS) 80 4.14 GAUSSIAN
VOLUME INTEGRATION 82 4.15 ELEMENT MATRICES AND VECTORS 84 4.16
CROSS-SECTIONAL MODELS FOR LONGITUDINAL FORCE AND BENDING MOMENT
PROBLEMS 88 4.16.1 SEPARATION OF THE VOLUME INTEGRATION 88 4.16.2 DIRECT
INTEGRATION OF HOMOGENEOUS CROSS SECTIONS 90 4.16.3 POLYGONALLY BOUNDED
CROSS SECTIONS 92 4.16.4 LAYER AND FIBER MODELS 94 4.16.5 COMPOSITE
CROSS SECTIONS 95 4.16.6 SEGMENT MODELS 96 4.16.7 MATRIX NOTATION FOR
CROSS SECTION PROBLEMS 97 4.17 SYSTEM MATRICES AND VECTORS OF GENERAL
COMPOSITE STRUCTURES 99 4.18 TIME INTEGRATION 102 4.19 CALCULATION
STRATEGIES 102 5 MODAL AND STABILITY ANALYSIS 105 5.1 EIGENVALUE
PROBLEMS 105 5.2 SPECIAL EIGENVALUE PROBLEMS 106 5.3 MODAL DECOMPOSITION
OF UNDAMPED SYSTEMS 108 5.4 SIMPLIFIED MODAL DECOMPOSITION OF DAMPED
SYSTEMS 109 5.5 MODAL DECOMPOSITION OF DAMPED SYSTEMS 110 5.6 SOLUTION
BY OPTIMIZATION STRATEGIES 112 5.7 EXAMPLE DYNAMIC EIGENVALUE ANALYSIS
112 5.8 CLASSICAL STABILITY (STATICS) 113 5.9 DYNAMIC STABILITY 116
5.9.1 LYAPUNOV EXPONENT 116 5.10 SIMPLIFIED STABILITY ESTIMATION 117
5.10.1 METHOD DESCRIPTION 117 5.10.2 EXAMPLE SIMPLIFIED STABILITY
ANALYSIS 117 6 SIMPLIFIED LINEAR ANALYSIS 122 6.1 LINEAR RESPONSE
SPECTRUM ANALYSIS 122 6.2 EXAMPLE: OPTIMIZATION OF A TUNED MASS DAMPER
126 6. 7.3.3 EXAMPLE 1: PLASTIC LIMIT LOAD FOR BEAM STRUCTURE 168 7.3.4
EXAMPLE 2A: PLASTIC LIMIT LOAD FOR MIXED FEM AND EFG MODEL 168 7.3.5
EXAMPLE 2B: COUPLED SHEAR WALL SYSTEM 172 7.4 SHAKEDOWN LIMIT STATE
ANALYSIS 175 7.4.1 BACKGROUND 175 7.4.2 SHAKEDOWN THEOREMS 177 7.4.3
LOAD OR RESISTANCE BOUNDS FOR THE SHAKEDOWN STATE OF ELASTO-PLASTIC
STRUCTURES 181 7.4.4 EXAMPLE SHAKEDOWN RESISTANCE BOUNDS 182 7.4.5
DISSIPATIVE ENERGY BOUNDS FOR THE SHAKEDOWN STATE OF ELASTO-PLASTIC
STRUCTURES 185 7.4.6 EXAMPLE DISSIPATIVE ENERGY BOUNDS 191 7.4.7
DISPLACEMENT BOUNDS ON SHAKEDOWN STATE OF ELASTO-PLASTIC STRUCTURES 191
7.4.8 EXAMPLE DISPLACEMENT BOUNDS 195 7.4.9 RESIDUAL STRESS BOUNDS ON
SHAKEDOWN STATE OF ELASTO-PLASTIC STRUCTU- RES 196 7.4.10 EXAMPLE
RESIDUAL STRESS BOUNDS 196 7.4.11 HARDENING MATERIALS AND GEOMETRIC
NONLINEAR PROBLEMS 196 7.4.12 STRESS AND DEFORMATION-BASED CONSERVATIVE
LIMIT STATES 197 7.4.13 EXAMPLE CONSERVATIVE LIMIT RESISTANCE 198 7.5
CYCLE-BASED LIMIT STATE ANALYSIS 199 7.5.1 INTRODUCTION 199 7.5.2
GENERAL DESIGN APPROACH 201 7.5.3 DESIGN BASED ON THE ELASTIC LIMIT
STATE 202 7.5.4 EXAMPLE: DESIGN BASED ON THE ELASTIC LIMIT STATE 203
7.5.5 DESIGN BASED ON THE ADAPTIVE LIMIT STATE 205 7.5.6 DESIGN
PROCEDURES 206 7.5.7 EXAMPLE DESIGN BASED ON THE ADAPTIVE LIMIT STATE
208 7.6 DEFORMATION BASED LIMIT STATES 215 7.6.1 BASIC CONCEPTS 215
7.6.2 EXAMPLE DEFORMATION BASED LIMIT STATE 216 7. 9.1.8 EXAMPLE:
ARTIFICIAL TIME HISTORY SET GENERATION 250 9.2 DETERMINATION OF PSEUDO
SPECTRAL REDUCTION COEFFICIENTS 252 9.3 DESIGN OF BASE-ISOLATED
STRUCTURES FOR LOW ACCELERATION TRANSMISSIONS 256 9.3.1 INTRODUCTION 256
9.3.2 MECHANICAL MODEL 258 9.3.3 SIMPLIFIED POUNDING MODEL 258 9.3.4
SOLUTION STRATEGY 260 9.3.5 OPTIMUM DESIGN STRATEGIES FOR BUILDINGS WITH
POTENTIAL COLLISION 261 9.3.5.1 STRATEGY I: PREVENTION OF COLLISION 261
9.3.5.2 EXAMPLE STRATEGY I 262 9.3.5.3 STRATEGY II: ACCEPTANCE OF
COLLISION 264 9.3.5.4 EXAMPLE POUNDING SDOF 269 9.3.5.5 EXAMPLE POUNDING
10-DOF 270 9.4 GRAPHICAL DESIGN OF BASE ISOLATED STRUCTURES 274 9.4.1
INTRODUCTION 274 9.4.2 BASE ISOLATION WITH HYSTERETIC DAMPING 276 9.4.3
EXAMPLES FOR PRINCIPLE USAGE OF MAPS 281 9.4.4 BASE ISOLATION WITH
VISCOUS DAMPING AND OTHER DEVICE COMBINATIONS 285 10 CONCLUSION 286 10.1
SUMMARY 286 10.2 FUTURE WORK 287 11 APPENDICES 288 11.1 APPENDIX A:
3D-TENSOR-MATRIX TRANSFORMATION OPERATORS 288 11.2 APPENDIX B:
SIMPLIFIED PERIOD DEPENDENT REDUCTION COEFFICIENT FOR PSEUDO-
ACCELERATION SPECTRA 290 11.3 APPENDIX C: PERIOD DEPENDENT REDUCTION
COEFFICIENT FOR TOTAL ACCELERATION SPECTRA 294 11.4 APPENDIX D:
COEFFICIENTS FOR MODIFIED EQUIVALENT LINEARIZATION IN THE LONG
PERIOD-HIGH DAMPING RANGE 296 11.5 APPENDIX E: GALERKIN METHOD FOR
SOLVING POISSON DIFFERENTIAL EQUATION 298 11.
|
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| author | Weitzmann, Rüdiger 1968- |
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| dewey-ones | 624 - Civil engineering |
| dewey-raw | 624.1762015196 |
| dewey-search | 624.1762015196 |
| dewey-sort | 3624.1762015196 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Bauingenieurwesen |
| format | Thesis Book |
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| indexdate | 2024-07-09T22:09:39Z |
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| language | English |
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| physical | 338 S. Ill., graph. Darst. |
| publishDate | 2009 |
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| series2 | Schriftenreihe des Instituts für Konstruktiven Ingenieurbau |
| spelling | Weitzmann, Rüdiger 1968- Verfasser (DE-588)122485602 aut Theory and application of optimization strategies for the design of seismically excited structures vorgelegt von Rüdiger Weitzmann Weimar Verl. der Bauhaus-Univ. 2009 338 S. Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier Schriftenreihe des Instituts für Konstruktiven Ingenieurbau 19 Online-Ausg. im Internet. - Zsfassung in dt. Sprache Zugl.: Weimar, Univ., Habil.-Schr., 2009 Optimierung (DE-588)4043664-0 gnd rswk-swf Erdbebensicherheit (DE-588)4113456-4 gnd rswk-swf Baukonstruktion (DE-588)4004821-4 gnd rswk-swf (DE-588)4113937-9 Hochschulschrift gnd-content Baukonstruktion (DE-588)4004821-4 s Erdbebensicherheit (DE-588)4113456-4 s Optimierung (DE-588)4043664-0 s DE-604 Schriftenreihe des Instituts für Konstruktiven Ingenieurbau 19 (DE-604)BV019777186 19 DNB Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=018911609&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Weitzmann, Rüdiger 1968- Theory and application of optimization strategies for the design of seismically excited structures Schriftenreihe des Instituts für Konstruktiven Ingenieurbau Optimierung (DE-588)4043664-0 gnd Erdbebensicherheit (DE-588)4113456-4 gnd Baukonstruktion (DE-588)4004821-4 gnd |
| subject_GND | (DE-588)4043664-0 (DE-588)4113456-4 (DE-588)4004821-4 (DE-588)4113937-9 |
| title | Theory and application of optimization strategies for the design of seismically excited structures |
| title_auth | Theory and application of optimization strategies for the design of seismically excited structures |
| title_exact_search | Theory and application of optimization strategies for the design of seismically excited structures |
| title_full | Theory and application of optimization strategies for the design of seismically excited structures vorgelegt von Rüdiger Weitzmann |
| title_fullStr | Theory and application of optimization strategies for the design of seismically excited structures vorgelegt von Rüdiger Weitzmann |
| title_full_unstemmed | Theory and application of optimization strategies for the design of seismically excited structures vorgelegt von Rüdiger Weitzmann |
| title_short | Theory and application of optimization strategies for the design of seismically excited structures |
| title_sort | theory and application of optimization strategies for the design of seismically excited structures |
| topic | Optimierung (DE-588)4043664-0 gnd Erdbebensicherheit (DE-588)4113456-4 gnd Baukonstruktion (DE-588)4004821-4 gnd |
| topic_facet | Optimierung Erdbebensicherheit Baukonstruktion Hochschulschrift |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=018911609&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| volume_link | (DE-604)BV019777186 |
| work_keys_str_mv | AT weitzmannrudiger theoryandapplicationofoptimizationstrategiesforthedesignofseismicallyexcitedstructures |