Dynamics of structures: theory and applications to earthquake engineering
Gespeichert in:
| 1. Verfasser: | |
|---|---|
| Format: | Buch |
| Sprache: | English |
| Veröffentlicht: |
Upper Saddle River, N.J
Pearson/Prentice Hall
2007
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| Ausgabe: | 3. ed |
| Schlagworte: | |
| Online-Zugang: | Inhaltsverzeichnis Inhaltsverzeichnis Inhaltsverzeichnis |
| Beschreibung: | Includes index Erscheinungsjahr in Vorlageform:c2007 |
| Beschreibung: | xxxiv, 876 S. Ill 25 cm |
| ISBN: | 013156174X |
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Datensatz im Suchindex
| _version_ | 1804140652475187200 |
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| adam_text | DYNAMICS OF STRUCTURES THEORY AND APPLICATIONS TO EARTHQUAKE ENGINEERING
ANIL K. CHOPRA UNIVERSITY 01CALIFORNIA AT BERKELEY THIRD EDITION PEARSON
PRCNTICE HALL UPPER SADDLE RIVER, NEW JERSEY 07458 OVERVIEW PART I
SINGLE-DEGREE-OF-FREEDOM SYSTEMS 1 1 EQUATIONS OF MOTION, PROBLEM
STATEMENT, AND SOLUTION METHODS 3 2 FREE VIBRATION 39 3 RESPONSE TO
HARMONIE AND PERIODIE EXEITATIONS 65 4 RESPONSE TO ARBITRARY, STEP, AND
PULSE EXEITATIONS 125 5 NUMERIEAL EVALUATION OT DYNAMIE RESPONSE 165 6
EARTHQUAKE RESPONSE OF LINEAR SYSTEMS 197 7 EARTHQUAKE RESPONSE OF
INELASTIE SYSTEMS 257 8 GENERALIZED SINGLE-DEGREE-OF-FREEDOM SYSTEMS 305
VIII PART 11 MULTI-DEGREE*OF-FREEDOM SYSTEMS 9 EQUATIONS OF MOTION,
PROBLEM STATEMENT, AND SOLUTION METHODS 10 FREE VIBRATION 11 DAMPING IN
STRUCTURES 12 DYNAMLC ANALYSIS AND RESPONSE OF LINEAR SYSTEMS 13
EARTHQUAKE ANALYSIS OF LINEAR SYSTEMS 14 REDUCTION OF DEGREES OF FREEDOM
15 NUMERICAL EVALUATION OF DYNAMIC RESPONSE 16 SYSTEMS WITH DISTRIBUTED
MASS AND ELASTICITY 17 TNTROAEUCTION TO THE FINITE ELEMENT METHOD PART
111 EARTHQUAKE RESPONSE AND DESIGN OF MULTISTORY BUILDINGS 18 EARTHQUAKE
RESPONSE OT LINEARLY ELASTIC BUILDINGS 19 EARTHQUAKE ANALYSIS RESPONSE
0 INELASTIC BUILDINGS 20 EARTHQUAKE DYNAMICS 0 BASE-ISOLATED BUILDINGS
21 STRUCTURAL DYNAMICS IN BUILDING CODES 22 STRUCTURAL DYNAMICS IN
BUILDING EVALUATION GUIDELINES APPENDIX A FREQUENCY*DOMAIN METHOD OF
RESPONSE ANALYSIS APPENDIX B NOTATION APPENDIX C ANSWERS TO SELECTED
PROBLEMS INDEX OVERVIEW 343 345 401 447 467 507 593 609 629 661 687 689
707 741 767 795 815 837 849 865 CONTENTS FOREWORD PREFACE PREFACE TO THE
SECOND EDITION PREFACE TO THE FIRST EDITION ACKNOWLEDGMENTS PART I
SINGLE-DEGREE-OF-FREEDOM SYSTEMS XXI XXIII XXV XXVII XXXIII 1 1
EQUATIONS OF MOTION, PROBLEM STATEMENT, AND SOLUTION METHODS 1.1 SIMPLE
STRUCTURES 3 1.2 SINGLE-DEGREE-OF-FREEDOM SYSTEM 7 1.3
FORCE-DISPLACEMENT RELATION 8 1.4 DAMPING FORCE 12 1.5 EQUATION OF
MOTION: EXTERNAL FORCE 14 1.6 MASS-SPRING-DAMPER SYSTEM 19 3 X 1.7 1.8
EQUATION OF MOTION: EARTHQUAKE EXEITATION 23 PROBLEM STATEMENT AND
ELEMENT FOREES 26 CONTENTS 2 3 1.9 COMBINING STATIC AND DYNAMIE
RESPONSES 28 1.10 METHODS OF SOLUTION OF THE DIFFERENTIAL EQUATION 28
1.11 STUDY OF SDF SYSTEMS: ORGANIZATION 33 APPENDIX 1: STIFFNESS
COEFFIEIENTS FOR A FLEXURAL ELEMENT 33 FREE VIBRATION 2.1 UNDAMPED FREE
VIBRATION 39 2.2 VISEOUSLY DAMPED FREE VIBRATION 48 2.3 ENERGY IN FREE
VIBRATION 56 2.4 COULOMB-DAMPED FREE VIBRATION 57 RESPONSE TO HARMONIE
AND PERIODIE EXEITATIONS PART A: VISCOUSLY DAMPED SYSTEMS: BASIC RESULTS
66 3.1 HARMONIE VIBRATION OF UNDAMPED SYSTEMS 66 3.2 HARMONIE VIBRATION
WITH VISCOUS DAMPING 72 PART B: VISCOUSLY DAMPED SYSTEMS: APPLICATIONS
85 3.3 RESPONSE TO VIBRATION GENERATOR 85 3.4 NATURAL FREQUENEY AND
DAMPING FROM HARMONIE TESTS 87 3.5 FORCE TRANSMISSION AND VIBRATION
ISOLATION 90 3.6 RESPONSE TO GROUND MOTION AND VIBRATION ISOLATION 91
3.7 VIBRATION-MEASURING INSTRUMENTS 95 3.8 ENERGY DISSIPATED IN VISEOUS
DAMPING 99 3.9 EQUIVALENT VISCOUS DAMPING 103 PART C: SYSTEMS WITH
NONVISCOUS DAMPING LOS 3.10 HARMONIE VIBRATION WITH RATE-INDEPENDENT
DAMPING 105 3.11 HARMONIE VIBRATION WITH COULOMB FRIETION 109 39 65
CONTENTS PART D: RESPONSE TO PERIODIC EXCITATION 113 3.12 FOURIER SERIES
REPRESENTATION 114 3.13 RESPONSE TO PERIODIC FORCE 114 APPENDIX 3:
FOUR-WAY LOGARITHMIC GRAPH PAPER 118 XI 4 5 RESPONSE TO ARBITRARY, STEP,
AND PULSE EXCITATIONS PART A: RESPONSE TO ARBITRARILY TIME-VARYING
FORCES 125 4.1 RESPONSE TO UNIT IMPULSE 126 4.2 RESPONSE TO ARBITRARY
FORCE 127 PART B: RESPONSE TO STEP AND RAMP FORCES 129 4.3 STEP FORCE
129 4.4 RAMP OR LINEARLY INCREASING FORCE 131 4.5 STEP FORCE WITH FINITE
RISE TIME 132 PART C: RESPONSE TO PULSE EXCITATIONS 135 4.6 SOLUTION
METHODS 135 4.7 REETANGULAR PULSE FORCE 137 4.8 HALF-CYCLE SINE PULSE
FORCE 143 4.9 SYMMETRICAL TRIANGULAR PULSE FORCE 148 4.10 EFFECTS OF
PULSE SHAPE AND APPROXIMATE ANALYSIS FOR SHORT PULSES 151 4.11 EFFECTS
OF VISCOUS DAMPING 154 4.12 RESPONSE TO GROUND MOTION 155 NUMERICAL
EVALUATION OT DYNAMIC RESPONSE 5.1 TIME-STEPPING METHODS 165 5.2 METHODS
BASED ON INTERPOLATION OF EXCITATION 167 5.3 CENTRAL DIFFERENCE METHOD
171 5.4 NEWMARK S METHOD 174 5.5 STABILITY AND COMPUTATIONAL ERROR 180
125 165 XII 5.6 5.7 ANALYSIS OF NONLINEAR RESPONSE: CENTRAL DIFFERENCE
METHOD 184 ANALYSIS OF NONLINEAR RESPONSE: NEWMARK S METHOD 184 CONTENTS
6 7 EARTHQUAKE RESPONSE OT LINEAR SYSTEMS 6.1 EARTHQUAKE EXCITATION 197
6.2 EQUATION OF MOTION 203 6.3 RESPONSE QUANTITIES 204 6.4 RESPONSE
HISTORY 205 6.5 RESPONSE SPECTRUM CONCEPT 207 6.6 DEFORMATION,
PSEUDO-VELOCITY, AND PSEUDO-ACCELERATION RESPONSE SPECTRA 208 6.7 PEAK
STRUCTURAL RESPONSE FROM THE RESPONSE SPECTRUM 217 6.8 RESPONSE SPECTRUM
CHARACTERISTICS 222 6.9 ELASTIC DESIGN SPECTRUM 230 6.10 COMPARISON OF
DESIGN AND RESPONSE SPECTRA 239 6.11 DISTINCTION BETWEEN DESIGN AND
RESPONSE SPECTRA 241 6.12 VELOCITY AND ACCELERATION RESPONSE SPECTRA 242
APPENDIX 6: EI CENTRO, 1940 GROUND MOTION 246 EARTHQUAKE RESPONSE OF
INELASTIC SYSTEMS 7.1 FORCE-DEFORMATION RELATIONS 258 7.2 NORMALIZED
YIELD STRENGTH, YIELD STRENGTH REDUCTION FACTOR, AND DUCTILITY FACTOR
264 7.3 EQUATION OF MOTION AND CONTROLLING PARAMETERS 265 7.4 EFFECTS OF
YIELDING 266 7.5 RESPONSE SPECTRUM FOR YIELD DEFORMATION AND YIELD
STRENGTH 273 7.6 YIELD STRENGTH AND DEFORMATION FROM THE RESPONSE
SPECTRUM 277 7.7 YIELD STRENGTH-DUCTILITY RELATION 277 197 257 CONTENTS
7.8 7.9 RELATIVE EFFEETS OF YIELDING AND DAMPING 279 DISSIPATED ENERGY
280 XIII 8 7.10 ENERGY DISSIPATION DEVIEES 283 7.11 INELASTIE DESIGN
SPEETRUM 288 7.12 APPLIEATIONS OF THE DESIGN SPEETRUM 295 7.13
COMPARISON OF DESIGN AND RESPONSE SPEETRA 301 GENERALIZED
SINGLE-DEGREE-OF-FREEDOM SYSTEMS 305 8.1 GENERALIZED SDF SYSTEMS 305 8.2
RIGID-BODY ASSEMBLAGES 307 8.3 SYSTEMS WITH DISTRIBUTED MASS AND
ELASTIEITY 309 8.4 LUMPED-MASS SYSTEM: SHEAR BUILDING 321 8.5 NATURAL
VIBRATION FREQUENEY BY RAYLEIGH S METHOD 328 8.6 SELEETION OF SHAPE
FUNETION 332 APPENDIX 8: INERTIA FOREES FOR RIGID BODIES 336 PART 11
MULTI-DEGREE-OF-FREEDOM SYSTEMS 343 9 EQUATIONS OF MOTION, PROBLEM
STATEMENT, AND SOLUTION METHODS 9.1 SIMPLE SYSTEM: TWO-STORY SHEAR
BUILDING 345 9.2 GENERAL APPROACH FOR LINEAR SYSTEMS 350 9.3 STATIE
CONDENSATION 367 9.4 PLANAR OR SYMMETRIE-PLAN SYSTEMS: GROUND MOTION 370
9.5 UNSYMMETRIE-PLAN BUILDINGS: GROUND MOTION 375 9.6 SYMMETRIE-PLAN
BUILDINGS: TORSIONAL EXEITATION 383 9.7 MULTIPLE SUPPORT EXEITATION 384
9.8 INELASTIC SYSTEMS 389 9.9 PROBLEM STATEMENT 389 345 XLV 9.10 9.11
ELEMENT FORCES 390 METHODS FOR SOLVING THE EQUATIONS OF MOTION: OVERVIEW
390 CONTENTS 10 FREE VIBRATION PART A: NATURAL VIBRATION FREQUENCIES AND
MODES 402 10.1 SYSTEMS WITHOUT DAMPING 402 10.2 NATURAL VIBRATION
FREQUENCIES AND MODES 404 10.3 MODAL AND SPECTRAL MATRICES 406 10.4
ORTHOGONALITY OF MODES 407 10.5 INTERPRETATION OF MODAL ORTHOGONALITY
408 10.6 NORMALIZATION OF MODES 408 10.7 MODAL EXPANSION OF
DISPLACEMENTS 418 PART B: FREE VIBRATION RESPONSE 419 10.8 SOLUTION OF
FREE VIBRATION EQUATIONS: UNDAMPED SYSTEMS 419 10.9 FREE VIBRATION OF
SYSTEMS WITH DAMPING 422 10.10 SOLUTION OF FREE VIBRATION EQUATIONS:
CLASSICALLY DAMPED SYSTEMS 426 PART C: COMPUTATION OF VIBRATION
PROPERTIES 428 10.11 SOLUTION METHODS FOR THE EIGENVALUE PROBLEM 428
10.12 RAYLEIGH S QUOTIENT 430 10.13 INVERSE VECTOR ITERATION METHOD 430
10.14 VECTOR ITERATION WITH SHIFTS: PREFERRED PROCEDURE 435 10.15
TRANSFORMATION OF KCJJ = UIMCJJ TO THE STANDARD FORM 440 11 DAMPING IN
STRUCTURES PART A: EXPERIMENTAL DATA AND RECOMMENDED MODAL DAMPING
RATIOS 447 11.1 VIBRATION PROPERTIES OF MILLIKAN LIBRARY BUILDING 447
11.2 ESTIMATING MODAL DAMPING RATIOS 452 401 447 CONTENTS PART B:
CONSTRUCTION OF DAMPING MATRIX 454 11.3 DAMPING MATRIX 454 11.4
CLASSICAL DAMPING MATRIX 455 11.5 NONCLASSICAL DAMPING MATRIX 463 12
DYNAMIC ANALYSIS AND RESPONSE OF LINEAR SYSTEMS PART A:
TWO-DEGREE-OF-FREEDOM SYSTEMS 467 12.1 ANALYSIS OF TWO-DOF SYSTEMS
WITHOUT DAMPING 467 12.2 VIBRATION ABSORBER OR TUNED MASS DAMPER 470
PART B: MODAL ANALYSIS 472 12.3 MODAL EQUATIONS FOR UNDAMPED SYSTEMS 472
12.4 MODAL EQUATIONS FOR DAMPED SYSTEMS 475 12.5 DISPLAEEMENT RESPONSE
476 12.6 ELEMENT FOREES 477 12.7 MODAL ANALYSIS: SUMMARY 477 PART C:
MODAL RESPONSE CONTRIBUTIONS 482 12.8 MODAL EXPANSION OF EXEITATION
VEETOR P(T) = SP(T) 482 12.9 MODAL ANALYSIS FOR P(T) = SP(T) 486 12.10
MODAL CONTRIBUTION FAETORS 487 12.11 MODAL RESPONSES AND REQUIRED NUMBER
OF MODES 489 PART D: SPECIAL ANALYSIS PROCEDURES 496 12.12 STATIE
CORREETION METHOD 496 12.13 MODE AEEELERATION SUPERPOSITION METHOD 499
12.14 ANALYSIS OF NONCLASSIEALLY DAMPED SYSTEMS 500 13 EARTHQUAKE
ANALYSIS OF LINEAR SYSTEMS PART A: RESPONSE HISTORY ANALYSIS 508 13.1
MODAL ANALYSIS 508 13.2 MULTISTORY BUILDINGS WITH SYMMETRIE PLAN 514 XV
467 507 XVI 13.3 MULTISTORY BUILDINGS WITH UNSYMMETRIE PLAN 533 CONTENTS
13.4 TORSIONAL RESPONSE OF SYMMETRIE-PLAN BUILDINGS 544 13.5 RESPONSE
ANALYSIS FOR MULTIPLE SUPPORT EXEITATION 548 13.6 STRUETURAL
IDEALIZATION AND EARTHQUAKE RESPONSE 554 PART B: RESPONSE SPECTRUM
ANALYSIS 555 13.7 PEAK RESPONSE FROM EARTHQUAKE RESPONSE SPEETRUM 555
13.8 MULTISTORY BUILDINGS WITH SYMMETRIE PLAN 560 13.9 MULTISTORY
BUILDINGS WITH UNSYMMETRIE PLAN 572 14 REDUCTION OT DEGREES OT FREEDOM
14.1 KINEMATIE CONSTRAINTS 594 14.2 MASS LUMPING IN SELEETED DOFS 595
14.3 RAYLEIGH-RITZ METHOD 595 14.4 SELEETION OF RITZ VEETORS 599 14.5
DYNAMIE ANALYSIS USING RITZ VEETORS 604 15 NUMERICAL EVALUATION OT
DYNAMLC RESPONSE 15.1 TIRNE-STEPPING METHODS 609 15.2 ANALYSIS OF LINEAR
SYSTEMS WITH NONCLASSIEAL DAMPING 611 15.3 ANALYSIS OF NONLINEAR SYSTEMS
618 16 SYSTEMS WITH DISTRIBUTED MASS AND ELASTICITY 16.1 EQUATION OF
UNDAMPED MOTION: APPLIED FOREES 630 16.2 EQUATION OF UNDAMPED MOTION:
SUPPORT EXEITATION 631 16.3 NATURAL VIBRATION FREQUENEIES AND MODES 632
16.4 MODAL ORTHOGONALITY 639 16.5 MODAL ANALYSIS OF FOREED DYNAMIE
RESPONSE 641 16.6 EARTHQUAKE RESPONSE HISTORY ANALYSIS 648 593 609 629
CONTENTS 16.7 16.8 EARTHQUAKE RESPONSE SPECTRUM ANALYSIS 653 DIFFICULTY
IN ANALYZING PRACTICAL SYSTEMS 656 XVII 17 INTRODUCTION TO THE FINITE
ELEMENT METHOD PART A: RAYLEIGH-RITZ METHOD 661 17.1 FORMULATION USING
CONSERVATION OF ENERGY 661 17.2 FORMULATION USING VIRTUAL WORK 665 17.3
DISADVANTAGES OF RAYLEIGH-RITZ METHOD 667 PART B: FINITE ELEMENT METHOD
667 17.4 FINITE ELEMENT APPROXIMATION 667 17.5 ANALYSIS PROCEDURE 669
17.6 ELEMENT DEGREES OF FREEDOM AND INTERPOLATION FUNCTIONS 671 17.7
ELEMENT STIFFNESS MATRIX 672 17.8 ELEMENT MASS MATRIX 673 17.9 ELEMENT
(APPLIED) FORCE VECTOR 675 17.10 COMPARISON OF FINITE ELEMENT AND EXACT
SOLUTIONS 679 17.11 DYNAMIC ANALYSIS OF STRUCTURAL CONTINUA 680 PART 111
EARTHQUAKE RESPONSE AND DESIGN OF MULTISTORY BUILDINGS 18 EARTHQUAKE
RESPONSE OF LINEARLY ELASTIC BUILDINGS 18.1 SYSTEMS ANALYZED, DESIGN
SPECTRUM, AND RESPONSE QUANTITIES 689 18.2 INFLUENCE OF TI AND P ON
RESPONSE 694 18.3 MODAL CONTRIBUTION FACTORS 695 18.4 INFLUENCE OF TL ON
HIGHER-MODE RESPONSE 697 18.5 INFLUENCE OF P ON HIGHER-MODE RESPONSE 700
18.6 HEIGHTWISE VARIATION OF HIGHER-MODE RESPONSE 701 18.7 HOW MANY
MODES TO INCLUDE 703 661 687 689 XVIII 1 9 EARTHQUAKE ANALYSIS AND
RESPONSE OT INELASTIC BUILDINGS PART A: NONLINEAR RESPONSE HISTORY
ANALYSIS 708 19.1 EQUATIONS OF MOTION: FORMULATION AND SOLUTION 708 19.2
COMPUTING SEISMIC DEMANDS: FACTORS TO BE CONSIDERED 709 19.3 STORY DRIFT
DEMANDS 7 L3 19.4 STRENGTH DEMANDS FOR SDF AND MDF SYSTEMS 719 PART B:
APPROXIMATE ANALYSIS PROCEDURES 720 19.5 MOTIVATION AND BASIC CONCEPT
720 19.6 UNCOUPLED MODAL RESPONSE HISTORY ANALYSIS 722 19.7 MODAL
PUSHOVER ANALYSIS 729 19.8 EVALUATION OF MODAL PUSHOVER ANALYSIS 734
19.9 SIMPLIFIED MODAL PUSHOVER ANALYSIS FOR PRACTICAL APPLICATION 739 20
EARTHQUAKE DYNAMICS OF BASE-ISOLATED BUILDINGS 20.1 ISOLATION SYSTEMS
741 20.2 BASE-ISOLATED ONE-STORY BUILDINGS 744 20.3 EFFECTIVENESS OF
BASE ISOLATION 750 20.4 BASE-ISOLATED MULTISTORY BUILDINGS 754 20.5
APPLICATIONS OF BASE ISOLATION 760 21 STRUCTURAL DYNAMICS IN BUILDING
CODES PART A: BUILDING CODES AND STRUCTURAL DYNAMICS 768 21.1
INTERNATIONAL BUILDING CODE (UNITED STATES), 2006 768 21.2 NATIONAL
BUILDING CODE OFCANADA, 2005 771 21.3 MEXICO FEDERAL DISTRICT CODE, 2004
773 21.4 EUROCODE 8, 2004 775 21.5 STRUCTURAL DYNAMICS IN BUILDING CODES
778 PART B: EVALUATION OF BUILDING CODES 784 21.6 BASE SHEAR 784
CONTENTS 707 741 767 CONTENTS 21.7 STORY SHEARS AND EQUIVA1ENT STATIC
FORCES 788 21.8 OVERTURNING MOMENTS 790 21.9 CONCLUDING REMARKS 793 22
STRUCTURAL DYNAMICS IN BUILDING EVALUATION GUIDELINES 22.1 NON1INEAR
DYNAMIC PROCEDURE: CURRENT PRACTICE 796 22.2 SDF-SYSTEM ESTIMATE OF ROOF
DISP1ACEMENT 797 22.3 ESTIMATING DEFORMATION OF INELASTIC SDF SYSTEMS
799 22.4 NON1INEAR STATIC PROCEDURE 806 22.5 CONCLUDING REMARKS 812 A
FREQUENCY-DOMAIN METHOD OF RESPONSE ANALYSIS B NOTATION C ANSWERS TO
SELECTED PROBLEMS INDEX XIX 795 815 837 849 865
|
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| author | Chopra, Anil K. |
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| discipline | Geographie |
| edition | 3. ed |
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| id | DE-604.BV024629251 |
| illustrated | Illustrated |
| indexdate | 2024-07-09T22:03:23Z |
| institution | BVB |
| isbn | 013156174X |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-018600874 |
| oclc_num | 635735729 |
| open_access_boolean | |
| owner | DE-83 |
| owner_facet | DE-83 |
| physical | xxxiv, 876 S. Ill 25 cm |
| publishDate | 2007 |
| publishDateSearch | 2007 |
| publishDateSort | 2007 |
| publisher | Pearson/Prentice Hall |
| record_format | marc |
| spelling | Chopra, Anil K. Verfasser aut Dynamics of structures theory and applications to earthquake engineering Anil K. Chopra 3. ed Upper Saddle River, N.J Pearson/Prentice Hall 2007 xxxiv, 876 S. Ill 25 cm txt rdacontent n rdamedia nc rdacarrier Includes index Erscheinungsjahr in Vorlageform:c2007 Erdbebenschwingung (DE-588)4152640-5 gnd rswk-swf Erdbebensicherheit (DE-588)4113456-4 gnd rswk-swf Ingenieurgeologie (DE-588)4125674-8 gnd rswk-swf Erdbeben (DE-588)4015134-7 gnd rswk-swf Baudynamik (DE-588)4796826-6 gnd rswk-swf Baudynamik (DE-588)4796826-6 s Erdbebenschwingung (DE-588)4152640-5 s DE-604 Erdbeben (DE-588)4015134-7 s Ingenieurgeologie (DE-588)4125674-8 s 1\p DE-604 Erdbebensicherheit (DE-588)4113456-4 s 2\p DE-604 http://www.gbv.de/dms/weimar/toc/525109048_toc.pdf lizenzfrei Inhaltsverzeichnis http://www.loc.gov/catdir/toc/fy0707/2007271939.html lizenzfrei Inhaltsverzeichnis GBV Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=018600874&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis 1\p cgwrk 20201028 DE-101 https://d-nb.info/provenance/plan#cgwrk 2\p cgwrk 20201028 DE-101 https://d-nb.info/provenance/plan#cgwrk |
| spellingShingle | Chopra, Anil K. Dynamics of structures theory and applications to earthquake engineering Erdbebenschwingung (DE-588)4152640-5 gnd Erdbebensicherheit (DE-588)4113456-4 gnd Ingenieurgeologie (DE-588)4125674-8 gnd Erdbeben (DE-588)4015134-7 gnd Baudynamik (DE-588)4796826-6 gnd |
| subject_GND | (DE-588)4152640-5 (DE-588)4113456-4 (DE-588)4125674-8 (DE-588)4015134-7 (DE-588)4796826-6 |
| title | Dynamics of structures theory and applications to earthquake engineering |
| title_auth | Dynamics of structures theory and applications to earthquake engineering |
| title_exact_search | Dynamics of structures theory and applications to earthquake engineering |
| title_full | Dynamics of structures theory and applications to earthquake engineering Anil K. Chopra |
| title_fullStr | Dynamics of structures theory and applications to earthquake engineering Anil K. Chopra |
| title_full_unstemmed | Dynamics of structures theory and applications to earthquake engineering Anil K. Chopra |
| title_short | Dynamics of structures |
| title_sort | dynamics of structures theory and applications to earthquake engineering |
| title_sub | theory and applications to earthquake engineering |
| topic | Erdbebenschwingung (DE-588)4152640-5 gnd Erdbebensicherheit (DE-588)4113456-4 gnd Ingenieurgeologie (DE-588)4125674-8 gnd Erdbeben (DE-588)4015134-7 gnd Baudynamik (DE-588)4796826-6 gnd |
| topic_facet | Erdbebenschwingung Erdbebensicherheit Ingenieurgeologie Erdbeben Baudynamik |
| url | http://www.gbv.de/dms/weimar/toc/525109048_toc.pdf http://www.loc.gov/catdir/toc/fy0707/2007271939.html http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=018600874&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| work_keys_str_mv | AT chopraanilk dynamicsofstructurestheoryandapplicationstoearthquakeengineering |
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