Verfügbarkeit: Inelastic analysis of structures

Inelastic analysis of structures:

Gespeichert in:

Bibliographische Detailangaben
Hauptverfasser:	Jirásek, Milan (VerfasserIn), Bažant, Zdeněk P. 1937- (VerfasserIn)
Format:	Buch
Sprache:	English
Veröffentlicht:	Chichester [u.a.] Wiley 2002
Schlagworte:	Plastic analysis (Engineering) Structural dynamics Plastische Deformation Elastische Deformation Plastizität Elastizität
Online-Zugang:	Publisher description Table of contents Inhaltsverzeichnis
Beschreibung:	Includes bibliographical references (p. [681]-712) and index
Beschreibung:	XXI, 734 p. Ill. : 25 cm
ISBN:	0471987166 9780471987161

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Datensatz im Suchindex

_version_	1804132764457369600
adam_text	INELASTIC ANALYSIS OF STRUCTURES MILAN JIRASEK SWISS FEDERAL INSTITUTE 01 TECHNOLOGY AT LAUSANNE, SWITZERLAND ZDENEK P. BAZANT NORTHWESTEM UNIVERSITY, EVANSTON, ILLINOIS, USA ~ JOHN WILEY &. SONS, LTD CONTENTS PREFACE . ... INTRODUCTION PART I: PLASTIC ANALYSIS OF STRUCTURES UNIAXIAL STRESS - FUNDAMENTALS . 1 UNIAXIAL STRESS-STRAIN RELATIONS PROBLEMS . 2 PLASTIC BARS AND YIELD HINGES 2.1 PLASTIC BAR . 2.2 MOMENT-CURVATURE DIAGRAM . 2.3 PLASTIC HINGE . 2.4 MONOSYMMETRIE SEETIONS . PROBLEMS . 3 INCREMENTAL ANALYSIS 3.1 TRUSSES 3.2 BEAMS . 3.3 FRAMES . 3.3.1 STANDARD UPDATE OF STRUCTURAL STIFFNESS MATRIX 3.3.2 INDIRECT UPDATE OF STRUCTURAL STIFFNESS MATRIX. PROBLEMS . 4 ELEMENTARY LIMIT ANALYSIS 4.1 TRUSSES . 4.2 BEAMS AND FRAMES PROBLEMS . 5 THEOREMS OF LIMIT ANALYSIS . PROBLEMS . 6 METHODS OF LIMIT ANALYSIS 6.1 KINEMATIC APPROACH ... 6.2 DISTRIBUTED LOADS 6.3 COMBINATION OF MECHANISMS . 6.4 NONRECTANGULAR FRAMES XV XIX UNDER 1 3 7 9 9 10 13 15 16 19 19 26 33 33 36 40 43 43 47 52 53 58 59 .59 63 6 ;) 69 VIII 6.5 STATIC APPROACH - METHOD OF INEQUALITIES PROBLEMS . 7 LINEAR PROGRAMMING IN LIMIT ANALYSIS. 7.1 KINEMATIC APPROACH . 7.2 TRANSFORMATION TO STANDARD FORM 7.3 APPLICATION TO TRUSSES 7.4 APPLICATION TO FRAMES 7.5 STATIC APPROACH 7.6 DUALITY PROBLEMS . 8 DISPLACEMENTS AT INCIPIENT COLLAPSE . 8.1 TRUSSES . 8.2 BEAMS AND FRAMES PROBLEMS . CONTENTS 71 74 77 77 78 81 84 91 97 101 103 103 107 110 PART 11: PLASTIC ANALYSIS OF STRUCTURES UNDER UNIAXIAL STRESS - FURTHER TOPICS 113 9 NONPROPORTIONAL AND CYCLIC LOADS 115 9.1 NONPROPORTIONALLY VARYING LOADS. 115 9.2 CYCLIC LOADING AND SHAKEDOWN 119 PROBLEMS 125 10 THEOREMS OF SHAKEDOWN ANALYSIS 127 10.1 BASIC CONCEPTS . . . . . . 127 10.2 STATIC APPROACH ..... 127 10.2.1 MELAN S THEOREM. 127 10.2.2 ALTERNATING PLASTICITY BO 10.2.3 LOWER BOUND THEOREM. 132 10.3 KINEMATIC APPROACH . . . . . . 133 10.3.1 KOITER S THEOREM. . . . 133 10.3.2 UPPER BOUND THEOREM 135 PROBLEMS ... . . . . . . . . . . . . 137 11 METHODS OF SHAKEDOWN ANALYSIS 139 11.1 STATIC APPROACH .. B9 11.2 DESIGN IMPLICATIONS . 144 11.3 KINEMATIC APPROACH 145 PROBLEMS ... . . . . . . 151 12 OPTIMUM DESIGN. 153 12.1 COST FUNCTION . 153 12.2 LIMIT DESIGN . 157 12.3 SHAKEDOWN DESIGN 170 PROBLEMS ... . . . . . 181 13 COMBINED PLASTIC BENDING AND COMPRESSION OR TENSION. 183 13.1 GENERALIZED PLASTIC HINGE . . . . . . . . . . . . . . . . . . . 183 CONTENTS IX 13.2 BASIC: THEOREMS. . . . . . . . . . . . 191 13.3 SIMPLE ESTIMATES OF COLLAPSE LOAD . 195 13.4 APPLIEATION OF LINEAR PROGRAMMING 199 PROBLEMS . . . . . . . . . . . . . . . . . . 211 14 PLASTICITY ASPECTS OF REINFORCED CONCRETE 213 14.1 PLASTIE BENDING CAPACITY OF UNDER-REINFOREED BEAMS WITHOUT AXIAL FORCE. . . . . . . . . . . . . . . . . . . . . . . . . . . 214 14.1.1 SINGLY REINFOREED RECTANGULAR CROSS SEETION 214 14.1.2 DOUBLY REINFOREED CROSS SEETION 216 14.1.3 T AND L BEAMS . . . . . . . . . . . 217 14.1.4 MOMENT-CURVATURE DIAGRAM ... 218 14.1.5 SPEEIFIEATIONS OF CEB MODEL CODE 219 14.2 LOAD CAPACITY OF REINFOREED CONERETE COLUMNS AND PRESTRESSED BEAMS . . . . . . . . . . . . . . . . . 220 14.2.1 COLUMNS. . . . . . . . . . . . 220 14.2.2 PRESTRESSED CONERETE BEAMS . 222 14.2.3 SIZE EFFEET . 222 PROBLEMS ..... . . . . . . . . . . . . . 223 PART III: PLASTIC ANALYSIS MULTIAXIAL STRESS ..... OF STRUCTURES UNDER 225 15 SIMPLE ELASTOPLASTIC CONSTITUTIVE MODELS 15.1 YIELD CONDITIONS FOR ISOTROPIE MATERIALS 15.1.1 VON MISES CRITERION 15.1.2 TRESEA CRITERION . 15.1.3 GURSON CRITERION . 15.1.4 BURZYNSKI CRITERION AND DRUCKER-PRAGER CRITERION 15.1.5 MOHR-COULOMB CRITERION 15.1.6 RANKINE CRITERION 15.2 FLOW THEORY OF PLASTIEITY . 15.2.1 FLOW RULE . 15.2.2 FUNDAMENTAL EQUATIONS 15.2.3 LOADING CRITERIA AND ELASTOPLASTIE STIFFNESS 1.5.2.4 KARUSH-KUHN-THEKER CONDITIONS . PROBLEMS . 16 THEOREMS OF PLASTIC ANALYSIS IN MULTIAXIAL CASE 16.1 THEOREMS OF LIMIT ANALYSIS 16.2 SHAKEDOWN THEOREMS ... 16.3 GLOBAL UNIQUENESS THEOREM PROBLEMS . 17 PLASTIC TORSION AND SHEAR 17.1 YIELD CONDITION . . . . . 17.2 PURE TORSION . 17.3 COMBINED TORSION AND BENDING 17.3.1 LOWER BOUND . 227 227 228 229 230 231 232 234 234 234 237 238 243 245 247 247 251 253 255 257 257 258 262 262 X 17.3.2 UPPER BOUND ..... 17.4 COMBINED BENDING AND SHEAR 17.4.1 LOWER BOUND 17.4.2 UPPER BOUND PROBLEMS . 18 LIMIT LOADS OF PLATES 18.1 BASIC RELATIONS .. 18.2 KINEMATIC APPROACH (YIELD LINE THEORY) 18.3 STATIC APPROACH AND STRIP METHOD 18.4 REINFORCED CONCRETE PLATES PROBLEMS ..... 19 PLANE PROBLEMS 19.1 YIELDING UNDER PLANE STRAIN 19.2 KINEMATIC APPROACH .... 19.2.1 INDENTATION PROBLEM 19.2.2 APPLICATIONS TO SOI! MECHANICS 19.2.3 APPLICATIONS TO REINFORCED CONCRETE STRUCTURES . 19.3 APPLICATION OF LINEAR PROGRAMMING 19.4 STATIC APPROACH 19.5 SLIP LINE THEORY PROBLEMS . PART IV: ADVANCED TOPICS IN PLASTICITY 20 GENERAL ELASTOPLASTIC CONSTITUTIVE MODELS 20.1 HARDENING . 20.1.1 ISOTROPIC HARDENING . 20.1. 2 LINEAR KINEMATIC HARDENING 20.1.3 MIXED HARDENING . 20.1.4 NONLINEAR KINEMATIC HARDENING . 20.1..5 GENERAL HARDENING . 20.2 DRUCKER S POSTULATE AND UNIQUENESS .. 20.3 NONASSOCIATED FLOW . 20.4 NON-SMOOTH AND MULTI-SURFACE PLASTICITY 20.4.1 PERFECT PLASTICITY .. 20.4.2 HARDENING PLASTICITY 20.5 ANISOTROPIC YIELD CRITERIA 20.5.1 HILI CRITERION ... 20.5.2 HOFFMAN CRITERION 20.5.3 TSAI-WU CRITERION 20.5.4 COMPARISON PROBLEMS . 21 PLASTIC MATERIAL MODELS FOR CONCRETE AND SOILS 21.1 CONCRETE . CONTENTS 263 265 265 269 271 273 273 276 285 289 293 295 295 297 297 300 300 301 303 307 314 315 317 317 317 323 327 327 330 331 335 339 339 346 351 351 352 352 353 354 357 357 CONTENTS RI 21.1.1 MATERIAL BEHAVIOR .... 357 21.1.2 FAILURE CRITERIA . . . . . . 359 21.1.3 HARDENING AND SOFTENING 367 21.1.4 ORTHOTROPIC MODELS AND FORM INVARIANCE 378 21.2 SOILS . . . . . . . . . . . . . . . . 379 21.2.1 MATERIAL BEHAVIOR :379 21.2.2 HYDROSTATIC COMPRESSION 380 21.2.3 THREE-DIMENSIONAL MODEL (CAM-CLAY) 382 21.2.4 OTHER MODELS 389 PROBLEMS . . . . . . . . . . . . . . . . . 389 22 N UMERICAL METHODS IN PLASTICITY . 391 22.1 FINITE ELEMENT METHOD ..... 391 22.1.1 LINEAR ELASTICITY . . . . . 391 22.1.2 NONLINEAR MATERIAL MODELS 393 22.1.3 LINEARIZATION . . . . . . . . 394 22.1.4 FINITE ELEMENTS FOR ELASTOPLASTIC ANALYSIS 395 22.2 SOLUTION STRATEGIES IN NONLINEAR ANALYSIS .... 396 22.2.1 NEWTON-RAPHSON ITERATION UNDER LOAD CONTROL . 396 22.2.2 DIRECT DISPLACEMENT CONTROL ... . . . . . . . . 399 22.2.3 ARE LENGTH CONTROL AND INDIRECT DISPLACEMENT CONTROL 341 22.3 STRESS RETURN ALGORITHMS . . . 406 22.3.1 RADIAL RETURN MAPPING . . . . . . . . . . . . 408 22.3.2 CLOSEST-POINT PROJECTION . . . . . . . . . . . . 410 22.3.3 GENERALIZED TRAPEWIDAL AND ::VLIDPOINT RULCS 412 22.3.4 GENERALIZED CUTTING PLANE ALGORITHM 414 22.3.5 ALGORITHMS FOR PLANE STRESS PROBLEMS 415 22.4 ALGORITHMIC STIFFNESS 416 PROBLEMS .... . . . . . . . . . . . . . . . . . . . 421 23 THERMODYNAMIC APPROACH TO CONSTITUTIVE MODELING 423 23.1 BASIC CONCEPTS AND LAWS OF THERMODYNAMIES . 423 23.1.1 INTERNAL ENERGY AND ENTROPY . . 423 23.1.2 FIRST LAW OF THERMODYNAMIES . 425 23.1.3 SECOND LAW OF THERMODYNAMICS 427 23.1.4 FREE ENERGY AND DISSIPATION 427 23.1.5 HISTORICAL REMARKS . . . . 429 23.2 LINEAR THERMOELASTIEITY . . . . . 430 23.3 DISSIPATION AND EVOLUTION LAWS . 432 23.3.1 MAXWELL VISCOELASTICITY . 433 23.3.2 DISSIPATIVE AND QUASIRONSERVATIVE THERMODYNAMIC FORCES 436 23.4 DISSIPATION POTENTIAL . . . . . . . . . 439 23.5 DUAL POTENTIAL 444 23.5.1 LCGENDRE-FENCHEL TRANSFORM 444 23.5.2 DNIAXIAL PERFEET PLASTICITY. . 446 23.5.3 MULTIAXIAL PERFEET PLASTIEITY . 448 23.5.4 HARDENING PLASTICITY 451 PROBLEMS . . . . . . . . . . . . . . . . . . 457 XII 24 ELASTOPLASTIC CONSTITUTIVE MODELS FOR LARGE STRAIN 24.1 KINEMATICS OF LARGE TRANSFORMATIONS . 24.1.1 DEFORMATION GRADIENT AND DEFORMATION TENSOR 24.1.2 POLAR DECOMPOSITION . 24.1.3 STRAIN TENSORS . 24.2 EQUILIBRIUM AND CONSTITUTIVE EQUATIONS 24.2.1 EQUILIBRIUM EQUATIONS ..... 24.2.2 INTERNAL POWER AND DISSIPATION . 24.2.3 HYPERELASTICITY . 24.2.4 ELASTICITY IN RATE FORM (HYPOELASTICITY) 24.3 LARGE-STRAIN PLASTICITY . . . . . . . . . . . . . . 24.3.1 RATE FORMULATION . 24.3.2 FORMULATION BASED ON THERMODYNAMIC: POTENTIALS 24.3.3 COMMENT ON PLASTIC BUCKLING AND BIFURCATION PROBLEMS . CONTENTS 459 460 460 463 465 467 467 468 469 474 478 479 480 487 487 25 CRYSTAL PLASTICITY AND MICROPLANE CONSTITUTIVE MODELS 25.1 MICROMECHANIC:ALLY BASED MODELS FOR CRYSTALLINE MATERIALS 25.1.1 CRYSTALLOGRAPHIC MODELS. 25.1.2 SLIP THEORY OF PLASTICITY . 25.2 MICROPLANE MODELS FOR CONCRETE . 25.2.1 HISTORY OF MICROPLANE MODELS 25.2.2 KINEMATIC CONSTRAINT .... 25.2.3 CONSTITUTIVE RELATIONS FOR A MICROPLANE 2.5.2.4 MIC:ROPLANE MODEL M4 FOR CONCRETE . 25.2.5 ADVANTAGES OF THE MICROPLANE MODEL .. 25.3 MICROPLANE MODELS FOR METAL PLASTICITY ..... 25.3.1 MICROPLANE MODEL VERSION OF J 2-PLASTICITY 25.3.2 MICROPLANE VERSION OF SLIP THEORY OF PLASTICITY 25.3.3 MICROPLANE MODEL FOR PLASTICITY WITH KINEMATIC CONSTRAINT 25.4 VERTEX EFFECT . . . . . . . . . . . . . . . . 2.5.4.1 PHYSIC:AL SOURCE AND MODELING OF VERTEX EFFECT . 25.4.2 EXPERIMENTAL OBSERVATIONS AND NUMERICAL RESULTS METALS . 25.4.3 EXPERIMENTAL OBSERVATIONS AND NUMERICAL RESULTS CONC:RETE PROBLEMS . 26 MODELS FOR LOCALIZATION OF SOFTENING AND SIZE EFFECT 26.1 LACK OF OBJECTIVITY OF CONSTITUTIVE MODELS WITH SOFTENING 26.2 ATTAINING OBJECTIVITY WITH MESH-ADJUSTED SOFTENING MODULUS . 2(:D LOCALIZATION LIMITERS . . . . . . . . . . . . . . . . . 26.:3.1 NONLOCAL CONTINUUM . 26.3.2 MODELS WITH GRADIENTS OF INTERNAL VARIABLES . 26.4 PLASTICITY AT CONTINUUM LIMIT ON APPROACH TO NANO-SCALE . PROBLEMS . 489 489 489 49:3 494 494 495 498 499 502 505 .505 507 508 509 .509 FOR 510 FOR 513 514 515 515 518 521 522 526 533 .536 PART V: TIME-DEPENDENT METALS AND CONCRETE .. INELASTIC BEHAVIOR OF 539 CONTENTS XIII 27 VISCOPLASTICITY . . . 541 27.1 BINGHAM MODEL. 542 27.2 PERZYNA MODEL . 545 27.3 MODELS OF DUVAUT-LIONS TYPE. 548 PROBLEMS . . . . . . . . . . . . . . . 553 28 MATERIAL MODELS FOR CONCRETE CREEP AND SHRINKAGE .. 55,5 28.1 CONCRETE CREEP AND SHRINKAGE AND ITS PROPERTIES . . . . . 555 28.2 LINEARITY OF CREEP AND PRINCIPLE OF SUPERPOSITION IN TIME 558 28.3 SIMPLE MODELS FOR CREEP AND SHRINKAGE 560 28.3.1 BASIC CREEP . . . . . . . . . . . . . . . . . 560 28.3.2 MEAN CROSS SECTION SHRINKAGE 563 28.:3.3 MEAN DRYING CREEP IN THE CROSS SECTION . 566 28.4 AGE-ADJUSTED EFFECTIVE MODULUS METHOD (AAEM) 566 29 CREEP AND SHRINKAGE EFFECTS IN CONCRETE STRUCTURES 571 29.1 HOMOGENEOUS AND NONHOMOGENEOUS STRUCTURES 571 29.2 STRUCTURAL ANALYSIS ACCORDING TO AAEM . . . . . . . . 572 29.2.1 STATICALLY INDETERMINATE BEAM SYSTEMS . . . . 572 29.2.2 TYPICAL CREEP AND SHRINKAGE PROBLEMS SOLVED VIA AAEM 573 29.2.3 STRUCTURES WITH DISTRIBUTED CRACKING 591 29.3 COMPUTATIONAL APPROACHES . . . . . . . . . . . . . . . . . . . . . 594 29.3.1 MULTIAXIAL CONSTITUTIVE EQUATION FOR CREEP AND SHRINKAGE . 594 29.3.2 AAEM VIA ELASTIC FINITE ELEMENT PROGRAM . . . . . 595 29.3.3 STEP-BY-STEP SOLUTION BASED ON HEREDITARY INTEGRAL 595 29.3.4 RATE-TYPE CREEP LAW AND INTERNAL VARIABLES 597 29.3.5 EXPONENTIAL ALGORITHM. . 601 29.3.6 SOLIDIFYING KELVIN CHAIN . 604 PROBLEMS . . . . . . . . . . . . . . . . 60,5 APPENDIX A LINEAR ELASTIC TRUSSES . 607 A.1 FUNDAMENTAL VARIABLES. 607 A.2 FUNDAMENTAL EQUATIONS 608 A.3 MATRIX NOTATION . . . . 609 A.4 STIFFNESS METHOD . . . . 610 A.5 ASSEMBLY OF STIFFNESS MATRIX 611 APPENDIX B LINEAR ELASTIC BEAMS AND FRAMES 617 B.1 FUNDAMENTAL VARIABLES. . . . 617 B.2 FUNDAMENTAL EQUATIONS . . . . 620 B.2.1 KINEMATIC EQUATIONS. . 620 B.2.2 CONSTITUTIVE EQUATIONS . 621 B.2.3 EQUILIBRIUM EQUATIONS . 622 B.3 STIFFNESS MATRIX. . . . . . . . . 623 B.4 MEMBERS CONNECTED BY HINGES 625 B.5 FRAMES. . . . . . . . . . . . . . 628 APPENDIX C LINEAR PROGRAMMING 635 XIV APPENDIX D CARTESIAN TENSORS AND ELASTICITY D.1 CARTESIAN TENSORS . D.2 LINEAR ELASTIC STRESS-STRAIN RELATIONS . D.3 STRESS INVARIANTS . D.4 OCTAHEDRAL STRESS AND HAIGH-WESTERGAARD COORDINATES. D.5 FUNDAMENTAL EQUATIONS OF LINEAR ELASTICITY D.6 CLAPEYRON THEOREM . D.7 ENGINEERING NOTATION IN MATRIX FORM ... CONTENTS 645 645 648 650 654 656 657 659 APPENDIX E MODEL B3 FOR PREDICTING CONCRETE CREEP AND SHRINKAGE 665 E.1 FRAMEWORKS FOR MODELING OF DRYING EFFECTS 665 E.2 MODEL B3 . . . . . . . . . . . . . . . . . . . 666 E.2.1 BASIC CREEP COMPLIANCE FUNCTION . 666 E.2.2 DRYING CREEP COMPLIANCE FUNCTION . 667 E.2.3 PREDICTION OF MODEL PARAMETERS. . . 667 E.3 MATERIAL LAW FOR FREE SHRINKAGE AND THERMAL STRAIN 669 APPENDIX F SOFTENING INELASTIC HINGES: DEVIATIONS FROM PLASTICITY AND SIZE EFFECT 671 F.1 SIZE EFFECT ON MOMENT-ROTATION DIAGRAM . . . . . . . . . . . 671 F.2 SIZE EFFECT IN BEAMS AND FRAMES FAILING BY SOFTENING HINGES 674 REFERENCES 681 AUTHOR INDEX 713 SUBJECT INDEX 719
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author	Jirásek, Milan Bažant, Zdeněk P. 1937-
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id	DE-604.BV019340579
illustrated	Illustrated
indexdate	2024-07-09T19:58:00Z
institution	BVB
isbn	0471987166 9780471987161
language	English
lccn	2001017867
oai_aleph_id	oai:aleph.bib-bvb.de:BVB01-012805124
oclc_num	45917065
open_access_boolean
owner	DE-29T DE-91 DE-BY-TUM DE-83 DE-706
owner_facet	DE-29T DE-91 DE-BY-TUM DE-83 DE-706
physical	XXI, 734 p. Ill. : 25 cm
publishDate	2002
publishDateSearch	2002
publishDateSort	2002
publisher	Wiley
record_format	marc
spelling	Jirásek, Milan Verfasser aut Inelastic analysis of structures Milan Jirásek ; Zdeněk P. Bažant Chichester [u.a.] Wiley 2002 XXI, 734 p. Ill. : 25 cm txt rdacontent n rdamedia nc rdacarrier Includes bibliographical references (p. [681]-712) and index Plastic analysis (Engineering) Structural dynamics Plastische Deformation (DE-588)4115572-5 gnd rswk-swf Elastische Deformation (DE-588)4193856-2 gnd rswk-swf Plastizität (DE-588)4046283-3 gnd rswk-swf Elastizität (DE-588)4014159-7 gnd rswk-swf Plastische Deformation (DE-588)4115572-5 s DE-604 Plastizität (DE-588)4046283-3 s Elastische Deformation (DE-588)4193856-2 s Elastizität (DE-588)4014159-7 s Bažant, Zdeněk P. 1937- Verfasser (DE-588)1055763953 aut http://www.loc.gov/catdir/description/wiley034/2001017867.html Publisher description http://www.loc.gov/catdir/toc/wiley021/2001017867.html Table of contents GBV Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=012805124&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis
spellingShingle	Jirásek, Milan Bažant, Zdeněk P. 1937- Inelastic analysis of structures Plastic analysis (Engineering) Structural dynamics Plastische Deformation (DE-588)4115572-5 gnd Elastische Deformation (DE-588)4193856-2 gnd Plastizität (DE-588)4046283-3 gnd Elastizität (DE-588)4014159-7 gnd
subject_GND	(DE-588)4115572-5 (DE-588)4193856-2 (DE-588)4046283-3 (DE-588)4014159-7
title	Inelastic analysis of structures
title_auth	Inelastic analysis of structures
title_exact_search	Inelastic analysis of structures
title_full	Inelastic analysis of structures Milan Jirásek ; Zdeněk P. Bažant
title_fullStr	Inelastic analysis of structures Milan Jirásek ; Zdeněk P. Bažant
title_full_unstemmed	Inelastic analysis of structures Milan Jirásek ; Zdeněk P. Bažant
title_short	Inelastic analysis of structures
title_sort	inelastic analysis of structures
topic	Plastic analysis (Engineering) Structural dynamics Plastische Deformation (DE-588)4115572-5 gnd Elastische Deformation (DE-588)4193856-2 gnd Plastizität (DE-588)4046283-3 gnd Elastizität (DE-588)4014159-7 gnd
topic_facet	Plastic analysis (Engineering) Structural dynamics Plastische Deformation Elastische Deformation Plastizität Elastizität
url	http://www.loc.gov/catdir/description/wiley034/2001017867.html http://www.loc.gov/catdir/toc/wiley021/2001017867.html http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=012805124&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA
work_keys_str_mv	AT jirasekmilan inelasticanalysisofstructures AT bazantzdenekp inelasticanalysisofstructures

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