Displacement-based seismic design of structures:
Gespeichert in:
| Hauptverfasser: | , , |
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| Format: | Buch |
| Sprache: | English |
| Veröffentlicht: |
Pavia
IUSS Press
2007
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| Online-Zugang: | Inhaltsverzeichnis Inhaltsverzeichnis |
| Beschreibung: | Bound. - Contains bibliography (p. 691-702) and index Erscheinungsjahr in Vorlageform:2007 Introduction: the need for displacement-based seismic design -- Seismic input for displacement-based design -- Direct displacement-based design : fundamental considerations -- Analysis tools for direct displacement-based design -- Frame buildings -- Structural wall buildings -- Dual wall-frame buildings -- Masonry buildings -- Timber structures -- Bridges -- Structures with isolation and added damping -- Wharves and piers -- Displacement-based seismic assessment -- Draft displacement-based code for seismic design of buildings |
| Beschreibung: | xvii, 721 S. graph. Darst. 25 cm 1 CD-ROM (12 cm) |
| ISBN: | 9788861980006 |
Internformat
MARC
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| 100 | 1 | |a Priestley, M. J. Nigel |e Verfasser |4 aut | |
| 245 | 1 | 0 | |a Displacement-based seismic design of structures |c M. J. N. Priestley ; Gian Michele Calvi ; Mervyn J. Kowalsky |
| 264 | 1 | |a Pavia |b IUSS Press |c 2007 | |
| 300 | |a xvii, 721 S. |b graph. Darst. |c 25 cm |e 1 CD-ROM (12 cm) | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
| 500 | |a Bound. - Contains bibliography (p. 691-702) and index | ||
| 500 | |a Erscheinungsjahr in Vorlageform:2007 | ||
| 500 | |a Introduction: the need for displacement-based seismic design -- Seismic input for displacement-based design -- Direct displacement-based design : fundamental considerations -- Analysis tools for direct displacement-based design -- Frame buildings -- Structural wall buildings -- Dual wall-frame buildings -- Masonry buildings -- Timber structures -- Bridges -- Structures with isolation and added damping -- Wharves and piers -- Displacement-based seismic assessment -- Draft displacement-based code for seismic design of buildings | ||
| 700 | 1 | |a Calvi, Gian Michele |e Verfasser |4 aut | |
| 700 | 1 | |a Kowalsky, Mervyn J. |e Verfasser |4 aut | |
| 856 | 4 | |u http://www.gbv.de/dms/weimar/toc/546290639_toc.pdf |z lizenzfrei |3 Inhaltsverzeichnis | |
| 856 | 4 | 2 | |m GBV Datenaustausch |q application/pdf |u http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=018600873&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |3 Inhaltsverzeichnis |
| 999 | |a oai:aleph.bib-bvb.de:BVB01-018600873 | ||
Datensatz im Suchindex
| _version_ | 1804140652458409984 |
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| adam_text | DISPLACEMENT-BASED SEISMIC DESIGN OF STRUCTURES M.].N. PRIESTLEY CENTRE
OE RESEARCH AND GRADUATE STUDIES IN EARTHQUAKE ENGINEERING AND
ENGINEERING SEISMOLOGY (ROSE SCHOOL), ISTITUTO UNIVERSITARIO DI STUDI
SUPERIORI (IUSS), PAVIA, ITALY G.M. CALVI DEPARTMENT OE STRUCTURAL
MECHANICS, UNIVERSID DEGLI STUDI DI PAVIA, PAVIA, ITALY M.]. KOWALSKY
DEPARTMENT OE CIVIL, CONSTRUCTION, AND ENVIRONMENTAL ENGINEERING, NORTH
CAROLINA STATE UNIVERSITY, RALEIGH, USA IUSS PRESS, PAVIA, ITALY
CONTENTS PREFACE 1 INTRODUCTION: THE NEED FOR DISPLACEMENT-BASED SEISMIC
DESIGN 1.1 HISTORICAL CONSIDERATIONS 1.2 FORCE-BASED SEISMIC DESIGN 1.3
PROBLEMS WITH FORCE-BASED SEISMIC DESIGN 1.3.1 INTERDEPENDENCY OF
STRENGTH AND STIFFNESS 1.3.2 PERIOD CALCULATION 1.3.3 DUCTILITY CAPACITY
AND FORCE-REDUCTION FACTORS 1.3.4 DUCTILITY OF STRUCTURAL SYSTEMS 1.3.5
RELATIONSHIP BETWEEN STRENGTH AND DUCTILITY DEMAND 1.3.6 STRUCTURAL WALL
BUILDINGS WITH UNEQUAL WALL LENGTHS 1.3.7 STRUCTURES WITH DUAL (ELASTIC
AND INELASTIC) LOAD PATHS 1.3.8 RELATIONSHIP BETWEEN ELASTIC AND
INELASTIC DISPLACEMENT DEMAND 1.3.9 SUMMARY 1.4 DEVELOPMENT OF
DISPLACEMENT-BASED DESIGN METHODS 1.4.1 FORCE-BASED/DISPLACEMENT CHECKED
1.4.2 DEFORMATION-CALCULATION BASED DESIGN 1.4.3
DEFORMATION-SPECIFICATION BASED DESIGN 1.4.4 CHOICE OF DESIGN APPROACH 2
SEISMIC INPUT FOR DISPLACEMENT-BASED DESIGN 2.1 INTRODUCTION:
CHARACTERISTICS OF ACCELEROGRAMS 2.2 RESPONSE SPECTRA 2.2.1 RESPONSE
SPECTRA FROM ACCELEROGRAMS 2.2.2 DESIGN ELASTIC SPECTRA 2.2.3 INFLUENCE
OF DAMPING AND DUCTILITY ON SPECTRAL DISPLACEMENT RESPONSE 2.3 CHOICE OF
ACCELEROGRAMS FOR TIME HISTORY ANALYSIS 3 DIRECT DISPLACEMENT-BASED
DESIGN: FUNDAMENTAL CONSIDERATIONS 3.1 INTRODUCTION 3.2 BASIC
FORMULATION OF THE METHOD V XV 1 1 5 8 8 10 12 13 21 23 24 26 30 30 30
31 32 34 37 37 43 43 45 57 61 63 63 63 VI PRIESTLEY, CALVI AND KOWALSKY.
DISPLACEMENT-BASED SEISMIC DESIGN OF STRUCTURES 3.3 3.4 3.5 3.6 3.7 3.8
3.9 3.10 3.2.1 EXAMPLE 3.1 BASIC DDBD DESIGN LIMIT STATES AND
PERFORMANCE LEVELS 3.3.1 SECTION LIMIT STATES 3.3.2 STRUCTURE LIMIT
STATES 3.3.3 SELECTION OF DESIGN LIMIT STATE SINGLE-DEGREE-OF-FREEDOM
STRUCTURES 3.4.1 DESIGN DISPLACEMENT FOR A SDOF STRUCTURE 3.4.2 YIELD
DISPLACEMENT 3.4.3 EQUIVALENT VISCOUS DAMPING 3.4.4 DESIGN BASE SHEAR
EQUATION 3.4.5 DESIGN EXAMPLE 3.3: DESIGN OF A SIMPLE BRIDGE PIER 3.4.6
DESIGN WHEN THE DISPLACEMENT CAPACITY EXCEEDS THE SPECTRAL DEMAND 3.4.7
EXAMPLE 3.4: BASE SHEAR FOR A FLEXIBLE BRIDGE PIER
MULTI-DEGREE-OF-FREEDOM STRUCTURES 3.5.1 DESIGN DISPLACEMENT 3.5.2
DISPLACEMENT SHAPES 3.5.3 EFFECTIVE MASS 3.5.4 EQUIVALENT VISCOUS
DAMPING 3.5.5 EXAMPLE 3.5: EFFECTIVE DAMPING FOR A CANTILEVER WALL
BUILDING 3.5.6 DISTRIBUTION OF DESIGN BASE SHEAR FORCE 3.5.7 ANALYSIS OF
STRUCTURE UNDER DESIGN FORCES 3.5.8 DESIGN EXAMPLE 3.6: DESIGN MOMENTS
FOR A CANTILEVER WALL BUILDING 3.5.9 DESIGN EXAMPLE 3.7: SERVICEABILITY
DESIGN FAR A CANTILEVER WALL BUILDING P-~ EFFECTS 3.6.1 CURRENT DESIGN
APPROACHES 3.6.2 THEORETICAL CONSIDERATIONS 3.6.3 DESIGN RECOMMENDATIONS
FOR DIRECT DISPLACEMENT-BASED DESIGN COMBINATION OF SEISMIC AND GRAVITY
ACTIONS 3.7.1 A DISCUSSION OF CURRENT FORCE-BASED DESIGN APPROACHES
3.7.2 COMBINATION OF GRAVITY AND SEISMIC MOMENTS IN DISPLACEMENT-BASED
DESIGN CONSIDERATION OFTORSIONAL RESPONSE IN DIRECT DISPLACEMENT-BASED
DESIGN 3.8.1 INTRODUCTION 3.8.2 TORSIONAL RESPONSE OF INELASTIC
ECCENTRIC STRUCTURES 3.8.3 DESIGN TO INC1UDE TORSIONAL EFFECTS CAPACITY
DESIGN FOR DIRECT DISPLACEMENT-BASED DESIGN SOME IMPLICATIONS OF DDBD
3.10.1 INFLUENCE OF SEISMIC INTENSITY ON DESIGN BASE SHEAR STRENGTH 67
67 69 70 72 73 73 75 76 90 91 92 93 95 96 97 99 100 103 104 105 106 108
111 111 112 114 115 115 119 120 120 122 124 125 127 127 CONTENTS 3.10.2
INFLUENEE OF BUILDING HEIGHT ON REQUIRED FRAME BASE SHEAR STRENGTH
3.10.3 BRIDGE WITH PIERS OF DIFFERENT HEIGHT 3.10.4 BUILDING WITH
UNEQUAL WALL LENGTHS VII 129 130 132 4 ANALYSIS TOOLS FOR DIRECT
DISPLACEMENT-BASED DESIGN 133 4.1 INTRODUCTION 133 4.2
FOREE-DISPLAEEMENT RESPONSE OF REINFOREED CONERETE MEMBERS 133 4.2.1
MOMENT-CURVATURE ANALYSIS 134 4.2.2 CONERETE PROPERTIES FOR
MOMENT-CURVATURE ANALYSIS 136 4.2.3 MASONRY PROPERTIES FOR
MOMENT-CURVATURE ANALYSES 139 4.2.4 REINFORCING STEEL PROPERTIES FOR
MOMENT-CURVATURE ANALYSES 140 4.2.5 STRAIN LIMITS FOR MOMENT-CURVATURE
ANALYSIS 141 4.2.6 MATERIAL DESIGN STRENGTHS FOR DIREET
DISPLAEEMENT-BASED DESIGN 143 4.2.7 BILINEAR IDEALIZATION OF CONERETE
MOMENT-CURVATURE CURVES 144 4.2.8 FOREE-DISPLAEEMENT RESPONSE FROM
MOMENT-CURVATURE 147 4.2.9 COMPUTER PROGRAM FOR MOMENT-CURVATURE AND
FOREE-DISPLACEMENT 151 4.3 FOREE-DISPLAEEMENT RESPONSE OF STEEL MEMBERS
151 4.4 ELASTIE STIFFNESS OF CRAEKED CONERETE SEETIONS 151 4.4.1
CIREULAR CONERETE COLUMNS 152 4.4.2 RECTANGULAR CONERETE COLUMNS 155
4.4.3 WALLS 157 4.4.4 FLANGED REINFOREED CONERETE BEAMS 159 4.4.5 STEEL
BEAM AND COLUMN SEETIONS 160 4.4.6 STOREY YIELD DRIFT OF FRAMES 161
4.4.7 SUMMARY OFYIELD DEFORMATIONS 164 4.5 ANALYSES RELATED TO CAPACITY
DESIGN REQUIREMENTS 165 4.5.1 DESIGN EXAMPLE 4.1: DESIGN AND
OVERSTRENGTH OF A BRIDGE PIER BASED ON MOMENT-CURVATURE ANALYSIS 167
4.5.2 DEFAULT OVERSTRENGTH FAETORS 170 4.5.3 DYNAMIE AMPLIFIEATION
(HIGHER MODE EFFEETS) 170 4.6 EQUILIBRIUM CONSIDERATIONS IN CAPACITY
DESIGN 170 4.7 DEPENDABLE STRENGTH OF CAPACITY PROTEETED AETIONS 173
4.7.1 FLEXURAL STRENGTH 173 4.7.2 BEAM/COLUMNJOINT SHEAR STRENGTH 174
4.7.3 SHEAR STRENGTH OF CONERETE MEMBERS: MODIFIED UCSD MODEL 174 4.7.4
DESIGN EXAMPLE 4.2: SHEAR STRENGTH OF A CIREULAR BRIDGE COLUMN 182 4.7.5
SHEAR STRENGTH OF REINFOREED CONERETE AND MASONRY WALLS 183 4.7.6
RESPONSE TO SEISMIE INTENSITY LEVELS EXEEEDING THE DESIGN LEVEL 185 VIII
PRIESTLEY, CALVI AND KOWALSKY. DISPLACEMENT-BASED SEISMIC DESIGN OF
STRUCTURES 4.8 4.9 SHEAR FLEXIBILITY OF CONCRETE MEMBERS 4.8.1
COMPUTATION OF SHEAR DEFORMATIONS 4.8.2 DESIGN EXAMPLE 4.3 SHEAR
DEFORMATION, AND FAILURE DISPLACEMENT OF A CIRCULAR COLUMN ANALYSIS
TOOLS FOR DESIGN RESPONSE VERIFICATION 4.9.1 INTRODUCTION 4.9.2
INELASTIC TIME-HISTORY ANALYSIS FOR RESPONSE VERIFICATION 4.9.3
NON-LINEAR STATIC (PUSHOVER) ANALYSIS 185 185 188 192 192 192 218 5
FRAME BUILDINGS 5.1 INTRODUCTION 5.2 REVIEW OFBASIC DDBD PROCESS FOR
FRAME BUILDINGS 5.2.1 SDOF REPRESENTATION OF MDOF FRAME 5.2.2 DESIGN
ACTIONS FOR MDOF STRUCTURE FROM SDOF BASE SHEAR FORCE 5.2.3 DESIGN
INELASTIC DISPLACEMENT MECHANISM FOR FRAMES 5.3 YIELD DISPLACEMENTS OF
FRAMES 5.3.1 INFLUENCE ON DESIGN DUCTILITY DEMAND 5.3.2 ELASTICALLY
RESPONDING FRAMES 5.3.3 YIELD DISPLACEMENT OF IRREGULAR FRAMES 5.3.4
DESIGN EXAMPLE 5.1: YIELD DISPLACEMENT AND DAMPING OF AN IRREGULAR FRAME
5.3.5 YIELD DISPLACEMENT AND DAMPING WHEN BEAM DEPTH IS REDUCED WITH
HEIGHT 5.3.6 YIELD DISPLACEMENT OF STEEL FRAMES 5.4 CONTROLLING HIGHER
MODE DRIFT AMPLIFICATION 5.5 STRUCTURAL ANALYSIS UNDER LATERAL FORCE
VECTOR 5.5.1 ANALYSIS BASED ON RELATIVE STIFFNESS OF MEMBERS 5.5.2
ANALYSIS BASED ON EQUILIBRIUM CONSIDERATIONS 5.6 SEETION FLEXURAL DESIGN
CONSIDERATIONS 5.6.1 BEAM FLEXURAL DESIGN 5.6.2 COLUMN FLEXURAL DESIGN
5.7 DIRECT DISPLACEMENT-BASED DESIGN OF FRAMES FOR DIAGONAL EXCITATION
5.8 CAPACITY DESIGN FOR FRAMES 5.8.1 GENERAL REQUIREMENTS 5.8.2 BEAM
FLEXURE 5.8.3 BEAM SHEAR 5.8.4 COLUMN FLEXURE 5.8.5 COLUMN SHEAR 5.9
DESIGN VERIFICATION 5.9.1 DISPLACEMENT RESPONSE 5.9.2 COLUMN MOMENTS
5.9.3 COLUMN SHEARS 221 221 221 221 224 225 226 226 226 230 233 237 238
239 242 242 245 251 251 254 259 263 263 263 265 266 271 274 274 274 277
CONTENTS IX 5.9.4 COLUMN AXIAL FORCES 277 5.10 DESIGN EXAMPLE 5.2:
MEMBER DESIGN FORCES FOR AN IRREGULAR TWO-WAY REINFORCED CONCRETE FRAME
279 5.11 PRECAST PRESTRESSED FRAMES 285 5.11.1 SEISMIC BEHAVIOUR OF
PRESTRESSED FRAMES WITH BONDED TENDONS 285 5.11.2 PRESTRESSED FRAMES
WITH UNBONDED TENDONS 287 5.11.3 HYBRID PRECAST BEAMS 290 5.11.4 DESIGN
EXAMPLE 5.3: DDBD OF A HYBRID PRESTRESSED FRAME BUILDING INCLUDING P-~
EFFECTS 293 5.12 MASONRY INFLLLED FRAMES 301 5.12.1 STRUCTURAL OPTIONS
301 5.12.2 STRUCTURAL ACTION OF INTILL 302 5.12.3 DDBD OF INTILLED
FRAMES 303 5.13 STEEL FRAMES 304 5.13.1 STRUCTURAL OPTIONS 304 5.13.2
CONCENTRIC BRACED FRAMES 306 5.13.3 ECCENTRIC BRACED FRAMES 307 5.14
DESIGN EXAMPLE 5.4: DESIGN VERIFICATION OF DESIGN EXAMPLE 5.1/5.2 310 6
STRUCTURAL WALL BUILDINGS 6.1 INTRODUCTION: SOME CHARACTERISTICS OF WALL
BUILDINGS 6.1.1 SECTION SHAPES 6.1.2 WALL ELEVATIONS 6.1.3 FOUNDATIONS
FOR STRUCTURAL WALLS 6.1.4 INERTIA FORCE TRANSFER INTO WALLS 6.2 REVIEW
OF BASIC DDBD PROCESS FOR CANTILEVER WALL BUILDINGS 6.2.1 DESIGN STOREY
DISPLACEMENTS 6.3 WALL YIELD DISPLACEMENTS: SIGNIFICANCE TO DESIGN 6.3.1
INFLUENCE ON DESIGN DUCTILITY LIMITS 6.3.2 ELASTICALLY RESPONDING WALLS
6.3.3 MULTIPLE IN-PLANE WALLS 6.4 TORSIONAL RESPONSE OF CANTILEVER WALL
BUILDINGS 6.4.1 ELASTIC TORSIONAL RESPONSE 6.4.2 TORSIONALLY
UNRESTRAINED SYSTEMS 6.4.3 TORSIONALLY RESTRAINED SYSTEMS 6.4.4
PREDICTING TORSIONAL RESPONSE 6.4.5 RECOMMENDATIONS FOR DDBD 6.4.6
DESIGN EXAMPLE 6.1: TORSIONALLY ECCENTRIC BUILDING 6.4.7 SIMPLIFICATION
OF THE TORSIONAL DESIGN PROCESS 6.5 FOUNDATION FLEXIBILITY EFFECTS ON
CANTILEVER WALLS 6.5.1 INFLUENCE ON DAMPING 6.5.2 FOUNDATION ROTATIONAL
STIFFNESS 313 313 313 315 315 317 317 317 325 325 327 328 328 328 331
334 337 339 346 352 353 353 354 X PRIESTLEY, CALVI AND KOWALSKY.
DISPLACEMENT-BASED SEISMIC DESIGN OF STRUCTURES 6.6 6.7 6.8 CAPACITY
DESIGN FAR CANTILEVER WALLS 6.6.1 MODIFIED MODAL SUPERPOSITION (MMS) FOR
DESIGN FORCES IN CANTILEVER WALLS 6.6.2 SIMPLIFIED CAPACITY DESIGN FOR
CANTILEVER WALLS PRECAST PRESTRESSED WALLS COUPLED STRUCTURAL WALLS
6.8.1 GENERAL CHARACTERISTICS 6.8.2 WALL YIELD DISPLACEMENT 6.8.3
COUPLING BEAM YIELD DRIFT 6.8.4 WALL DESIGN DISPLACEMENT 6.8.5
EGUIVALENT VISCOUS DAMPING 6.8.6 SUMMARY OF DESIGN PROCESS 6.8.7 DESIGN
EXAMPLE 6.3: DESIGN OF A COUPLED-WALL BUILDING 357 359 363 370 372 372
376 378 379 381 382 382 7 8 DUAL WALL-FRAME BUILDINGS 7.1 INTRODUCTION
7.2 DDBD PROCEDURE 7.2.1 PRELIMINARY DESIGN CHOICES 7.2.2 MOMENT
PROFILES FOR FRAMES AND WALLS 7.2.3 MOMENT PROFILES WHEN FRAMES AND
WALLS ARE CONNECTED BY LINK BEAMS 7.2.4 DISPLACEMENT PROFILES 7.2.5
EGUIVALENT VISCOUS DAMPING 7.2.6 DESIGN BASE SHEAR FORCE 7.2.7 DESIGN
RESULTS COMPARED WITH TIME HISTORY ANALYSES 7.3 CAPACITY DESIGN FOR
WALL-FRAMES 7.3.1 REDUCED STIFFNESS MODEL FAR HIGHER MODE EFFECTS 7.3.2
SIMPLIFIED ESTIMATION OF HIGHER MODE EFFECTS FOR DESIGN 7.4 DESIGN
EXAMPLE 7.1: TWELVE STOREY WALL-FRAME BUILDING 7.4.1 DESIGN DATA 7.4.2
TRANSVERSE DIRECTION DESIGN 7.4.3 LONGITUDINAL DIRECTION DESIGN 7.4.4
COMMENTS ON THE DESIGN MASONRY BUILDINGS 8.1 INTRODUCTION:
CHARACTERISTICS OF MASONRY BUILDINGS 8.1.1 GENERAL CONSIDERATIONS 8.1.2
MATERIAL TYPES AND PROPERTIES 8.2 TYPICAL DAMAGE AND FAILURE MODES 8.2.1
WALLS 8.2.2 COUPLING OFMASONRY WALLS BY SLABS, BEAMS OR MASONRY
SPANDRELS 8.3 DESIGN PROCESS FOR MASONRY BUILDINGS 387 387 388 388 389
392 394 396 397 397 399 400 401 403 403 404 410 411 413 413 413 415 418
418 425 429 CONTENTS 8.3.1 MASONRY COUPLED WALLS RESPONSE 8.3.2 DESIGN
OF UNREINFORCED MASONRY BUILDINGS 8.3.3 DESIGN OF REINFORCED MASONRY
BUILDINGS 8.4 3-D RESPONSE OF MASONRY BUILDINGS 8.4.1 TORSIONAL RESPONSE
8.4.2 OUT-OF-PLANE RESPONSE OFWALLS XI 429 432 439 446 446 449 9 TIMBER
STRUCTURES 455 9.1 INTRODUCTION: TIMBER PROPERTIES 457 9.2 DUCTILE
TIMBER STRUCTURES FOR SEISMIC RESPONSE 460 9.2.1 DUCTILE
MOMENT-RESISTING CONNECTIONS IN FRAME CONSTRUCTION 457 9.2.2 TIMBER
FRAMING WITH PLYWOOD SHEAR PANELS 460 9.2.3 HYBRID PRESTRESSED TIMBER
FRAMES 461 9.3 DDBD PROCESS FOR TIMBER STRUCTURES 462 9.4 CAPACITY
DESIGN OFTIMBER STRUCTURES 463 10 BRIDGES 465 10.1 INTRODUCTION: SPECIAL
CHARACTERISTICS OF BRIDGES 465 10.1.1 PIER SECTION SHAPES 465 10.1.2 THE
CHOICE BETWEEN SINGLE-COLUMN AND MULTI-COLUMN PIERS 467 10.1.3
BEARING-SUPPORTED VS. MONOLITHIC PIER/SUPERSTRUCTURE CONNECTION 467
10.1.4 SOIL-STRUCTURE INTERACTION 468 10.1.5 INFLUENCE OF ABUTMENT
DESIGN 470 10.1.6 INFLUENCE OFMOVEMENTJOINTS 470 10.1.7 MULTI-SPAN LONG
BRIDGES 470 10.1.8 P-~ EFFECTS FOR BRIDGES 471 10.1.9 DESIGN
VERIFICATION BY INELASTIC TIME-HISTORY ANALYSES 471 10.2 REVIEW OFBASIC
DDBD EQUATIONS FOR BRIDGES 471 10.3 DESIGN PROCESS FOR LONGITUDINAL
RESPONSE 472 10.3.1 PIER YIELD DISPLACEMENT 472 10.3.2 DESIGN
DISPLACEMENT FOR FOOTING-SUPPORTED PIERS 478 10.3.3 DESIGN EXAMPLE 10.1:
DESIGN DISPLACEMENT FOR A FOOTING-SUPPORTED COLUMN 481 10.3.4 DESIGN
DISPLACEMENT FOR PILE/COLUMNS 483 10.3.5 DESIGN EXAMPLE 10.2: DESIGN
DISPLACEMENT FOR A PILE/COLUMN 484 10.3.6 SYSTEM DAMPING FOR
LONGITUDINAL RESPONSE 485 10.3.7 DESIGN EXAMPLE 10.3: LONGITUDINAL
DESIGN OF A FOUR SPAN BRIDGE 489 10.4 DESIGN PROCESS FOR TRANSVERSE
RESPONSE 494 10.4.1 DISPLACEMENT PROFILES 495 10.4.2 DUAL SEISMIC LOAD
PATHS 498 10.4.3 SYSTEM DAMPING 498 XII PRIESTLEY, CALVI AND KOWALSKY.
DISPLACEMENT-BASED SEISMIC DESIGN OFSTMCTURES 10.4.4 DESIGN EXAMPLE
10.4: DAMPING FOR THE BRIDGE OF FIG. 10.17 500 10.4.5 DEGREE OFFIXITY AT
COLUMN TOP 502 10.4.6 DESIGN PROCEDURE 503 10.4.7 RELATIVE IMPORTANCE
OFTRANSVERSE AND LONGITUDINAL RESPONSE 505 10.4.8 DESIGN EXAMPLE 10.5:
TRANSVERSE DESIGN OF A FOUR-SPAN BRIDGE 507 10.5 CAPACITY DESIGN ISSUES
512 10.5.1 CAPACITY DESIGN FOR PIERS 512 10.5.2 CAPACITY DESIGN FOR
SUPERSTRUCTURES AND ABUTMENTS 513 10.6 DESIGN EXAMPLE 10.6: DESIGN
VERIFICATION OF DESIGN EXAMPLE 10.5 516 11 STRUCTURES WITH ISOLATION AND
ADDED DAMPING 519 11.1 FUNDAMENTAL CONCEPTS 519 11.1.1 OBJECTIVES AND
MOTIVATIONS 519 11.1.2 BEARING SYSTEMS, ISOLATION AND DISSIPATION
DEVICES 522 11.1.3 DESIGN PHILOSOPHY/PERFORMANCE CRITERIA 523 11.1.4
PROBLEMS WITH FORCE - BASED DESIGN OFISOLATED STRUCTURES 524 11.1.5
CAPACITY DESIGN CONCEPTS APPLIED TO ISOLATED STRUCTURES 526 11.1.6
ALTERNATIVE FORMS OF ARTIFICIAILSOLATION/DISSIPATION 527 11.1.7 ANALYSIS
AND SAFETY VERIFICATION 528 11.2 BEARING SYSTEMS, ISOLATION AND
DISSIPATION DEVICES 529 11.2.1 BASIC TYPES OF DEVICES 529 11.2.2
NON-SEISMIC SLIDING BEARINGS 530 11.2.3 ISOLATING BEARING DEVICES 531
11.2.4 DISSIPATIVE SYSTEMS 544 11.2.5 HEAT PROBLEMS 554 11.2.6
STRUCTURAL ROCKING AS A FORM OF BASE ISOLATION 557 11.3
DISPLACEMENT-BASED DESIGN OFISOLATED STRUCTURES 559 11.3.1 BASE-ISOLATED
RIGID STRUCTURES 559 11.3.2 BASE-ISOLATED FLEXIBLE STRUCTURES 571 11.3.3
CONTROL1ED RESPONSE OF COMPLEX STRUCTURES 579 11.4 DESIGN VERIFICATION
OF ISOLATED STRUCTURES 596 11.4.1 DESIGN EXAMPLE 11.7: DESIGN
VERIFICATION OF DESIGN EXAMPLE 11.3 596 11.4.2 DESIGN EXAMPLE 11.8:
DESIGN VERIFICATION OF DESIGN EXAMPLE 11.5 597 12 WHARVES AND PIERS 599
12.1 INTRODUCTION 599 12.2 STRUCTURAL DETAILS 601 12.3 THE DESIGN
PROCESS 602 12.3.1 FACTORS INFLUENCING DESIGN 602 12.3.2 BIAXIAL
EXCITATION OF MARGINAL WHARVES 603 CONTENTS XIUE 12.3.3 SEQUENCE OF
DESIGN OPERATIONS 604 12.4 PORT OF LOS ANGELES PERFORMANCE CRITERIA 608
12.4.1 POLA EARTHQUAKE LEVELS AND PERFORMANCE CRITERIA 609 12.4.2
PERFORMANCE CRITERIA FOR PRESTRESSED CONCRETE PILES 609 12.4.3
PERFORMANCE CRITERIA FOR SEISMIC DESIGN OF STEEL PIPE PILES 611 12.5
LATERAL FORCE-DISPLACEMENT RESPONSE OFPRESTRESSED PILES 612 12.5.1
PRESTRESSED PILE DETAILS 612 12.5.2 MOMENT-CURVATURE CHARACTERISTICS
OFPILE/DECK CONNECTION 613 12.5.3 MOMENT-CURVATURE CHARACTERISTICS OF
PRESTRESSED PILE IN-GROUND HINGE 618 12.5.4 INELASTIC STATIC ANALYSIS OF
A FIXED HEAD PILE 621 12.6 DESIGN VERIFICATION 628 12.6.1 ECCENTRICITY
628 12.6.2 INELASTIC TIME HISTORY ANALYSIS 630 12.7 CAPACITY DESIGN AND
EQUILIBRIUM CONSIDERATIONS 634 12.7.1 GENERAL CAPACITY DESIGN
REQUIREMENTS 634 12.7.2 SHEAR KEY FORCES 638 12.8 DESIGN EXAMPLE 12.1:
INITIAL DESIGN OF A TWO-SEGMENT MARGINAL WHARF 639 12.9 ASPECTS OF PIER
RESPONSE 645 13 DISP1ACEMENT-BASED SEISMIC ASSESSMENT 13.1 INTRODUCTION:
CURRENT APPROACHES 13.1.1 STANDARD FORCE-BASED ASSESSMENT 13.1.2
EQUIVALENT ELASTIC STRENGTH ASSESSMENT 13.1.3 INCREMENTAL NON-LINEAR
TIME HISTORY ANALYSIS 13.2 DISPLACEMENT-BASED ASSESSMENT OF SDOF
STRUCTURES 13.2.1 ALTERNATIVE ASSESSMENT PROCEDURES 13.2.2 INCORPORATION
OF P-~ EFFECTS IN DISPLACEMENT-BASED ASSESSMENT 13.2.3 ASSESSMENT
EXAMPLE 13.1: SIMPLE BRIDGE COLUMN UNDER TRANSVERSE RESPONSE 13.3
DISPLACEMENT-BASED ASSESSMENT OF MDOF STRUCTURES 13.3.1 FRAME BUILDINGS
13.3.2 ASSESSMENT EXAMPLE 2: ASSESSMENT OF A REINFORCED CONCRETE FRAME
13.3.3 STRUCTURAL WALL BUILDINGS 13.3.4 OTHER STRUCTURES 14 DRAFT
DISP1ACEMENT-BASED CODE FOR SEISMIC DESIGN OF BUILDINGS REFERENCES
SYMBOLS LIST 647 647 649 649 650 653 653 655 656 659 661 666 672 676 677
691 703 XIV PRIESTLEY, CALVI AND KOWALSKY. DISPLACEMENT-BASED SEISMIC
DESIGN OF STRUCTURES ABBREVIATIONS 713 INDEX 715 STRUCTURAL ANALYSIS CD
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| any_adam_object | 1 |
| author | Priestley, M. J. Nigel Calvi, Gian Michele Kowalsky, Mervyn J. |
| author_facet | Priestley, M. J. Nigel Calvi, Gian Michele Kowalsky, Mervyn J. |
| author_role | aut aut aut |
| author_sort | Priestley, M. J. Nigel |
| author_variant | m j n p mjn mjnp g m c gm gmc m j k mj mjk |
| building | Verbundindex |
| bvnumber | BV024629250 |
| ctrlnum | (OCoLC)611358421 (DE-599)GBV546290639 |
| dewey-full | 624 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 624 - Civil engineering |
| dewey-raw | 624 |
| dewey-search | 624 |
| dewey-sort | 3624 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Bauingenieurwesen |
| format | Book |
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| id | DE-604.BV024629250 |
| illustrated | Illustrated |
| indexdate | 2024-07-09T22:03:23Z |
| institution | BVB |
| isbn | 9788861980006 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-018600873 |
| oclc_num | 611358421 |
| open_access_boolean | |
| owner | DE-83 |
| owner_facet | DE-83 |
| physical | xvii, 721 S. graph. Darst. 25 cm 1 CD-ROM (12 cm) |
| publishDate | 2007 |
| publishDateSearch | 2007 |
| publishDateSort | 2007 |
| publisher | IUSS Press |
| record_format | marc |
| spelling | Priestley, M. J. Nigel Verfasser aut Displacement-based seismic design of structures M. J. N. Priestley ; Gian Michele Calvi ; Mervyn J. Kowalsky Pavia IUSS Press 2007 xvii, 721 S. graph. Darst. 25 cm 1 CD-ROM (12 cm) txt rdacontent n rdamedia nc rdacarrier Bound. - Contains bibliography (p. 691-702) and index Erscheinungsjahr in Vorlageform:2007 Introduction: the need for displacement-based seismic design -- Seismic input for displacement-based design -- Direct displacement-based design : fundamental considerations -- Analysis tools for direct displacement-based design -- Frame buildings -- Structural wall buildings -- Dual wall-frame buildings -- Masonry buildings -- Timber structures -- Bridges -- Structures with isolation and added damping -- Wharves and piers -- Displacement-based seismic assessment -- Draft displacement-based code for seismic design of buildings Calvi, Gian Michele Verfasser aut Kowalsky, Mervyn J. Verfasser aut http://www.gbv.de/dms/weimar/toc/546290639_toc.pdf lizenzfrei Inhaltsverzeichnis GBV Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=018600873&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Priestley, M. J. Nigel Calvi, Gian Michele Kowalsky, Mervyn J. Displacement-based seismic design of structures |
| title | Displacement-based seismic design of structures |
| title_auth | Displacement-based seismic design of structures |
| title_exact_search | Displacement-based seismic design of structures |
| title_full | Displacement-based seismic design of structures M. J. N. Priestley ; Gian Michele Calvi ; Mervyn J. Kowalsky |
| title_fullStr | Displacement-based seismic design of structures M. J. N. Priestley ; Gian Michele Calvi ; Mervyn J. Kowalsky |
| title_full_unstemmed | Displacement-based seismic design of structures M. J. N. Priestley ; Gian Michele Calvi ; Mervyn J. Kowalsky |
| title_short | Displacement-based seismic design of structures |
| title_sort | displacement based seismic design of structures |
| url | http://www.gbv.de/dms/weimar/toc/546290639_toc.pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=018600873&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| work_keys_str_mv | AT priestleymjnigel displacementbasedseismicdesignofstructures AT calvigianmichele displacementbasedseismicdesignofstructures AT kowalskymervynj displacementbasedseismicdesignofstructures |
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