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Index
Index Terms Links
Analysis
analysis process summary 146
analyzing the wall design process 561 562 563 564
beam column 292 293 294 295 296
cast-in-place frame beam 144 145 146
example analysis, cast-in-place frame
beam 149 150 151 152 153
154 155 156 157 158
159 160 161 162 163objective 147 148
thin shear wall 397
Acceleration
impact of strength on experienced
accelerations 569 570 571
maximum 11
response 12
Base shearcode development basis 375
coefficients 43
comparison of strength and
displacement-based for shear walls 376 377 378 379 380
381 382
impact on drift of frame braced
buildings 782
related to displacement 40
spectrum 21
Beams
cast-in-place frame beams 93166
behavior idealizations, stiffness 97 98 99 100 101
102 103
curvature, estimated 111 112
curvature, observed 106depth of the compressive stress
block 96
detailing the plastic hinge region 116 117 118 119 120
156 157 158 159 160developing a flexural reinforcing
program 153 154 155 156
ductility 103 133 134 135
estimating the probable postyield
concrete strain state 111 112
experimentally based conclusions 95 96 97 98 99
100 101 102 103 104
105 106 107
experimentally deduced concrete
strain limit states 107
general 93
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Index Terms Links
hysteretic behavior 96
idealized yield strength (Pyi ) 98
impact of shear and confinement 112 113 114 115 116importance of detailing 116 117 118 119 120
inelastic curvature model 101 109
measured curvatures 104 105 106 107
modeling considerations 120 121 122
overstrength factor 98 99
plastic hinge length 107 109
postyield behavior, cast-in place
frame beam 163 164 165 166
postyield behavior, flexure 95
postyield deformation model 109
postyield rotation demand 794
predicting postyield behavior 163 164 165 166
strength 95
strength and stiffness degradation 104
composite beam system, seeComposite
frame beams
coupling beams, seeCoupling beams
precast concrete beams 166173 167 168 169 170
171 172 173 185244DDC beam, seeDDC system
Beams (continued)
general 166 167 168
hybrid beam, seeHybrid beam system
moment transfer mechanism 168 169 170 171 172
shear transfer 172 173
Beam columns 244296
analyzing the beam column 292 293 294 295 296
balanced axial load 245balanced moment 248
balanced strain state 245
boundary columns 245 729 730 731 732
733 734 735 736 737
800 801 802
conceptual design 264
concrete strain state, spalling 261
constructability 270
curvature, estimating 293
design relationships 250 251
design process summary 276
details 287
developing an interaction diagram 247 248 249 250
ductile limit state 250 270
effective moment of inertia 264
estimate of reinforcing required 251
estimating probable levels of demand 264 265 266 267 268
269 270
evaluating column behavior 800example designs 278
experimentally based conclusions 251263
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Index Terms Links
experimentally determined shear stress
limit state 254
experimentally determined strain states 255flexural strength demand 244 245
impact of column spacing 268 269 270
impact of high modes 245
interaction diagram 246
observed behavior 257 258
overturning moment 267 268 269 270
postspalling behavior 262
response of irregular frame 802 803 804 805 806
sizing the beam column 270 271 272 273 274
275
sizing the column for axial loads 250
sizing the column for flexural loads 250
story mechanism 265 275
strain limit state confined core 263
strain state, estimating 293 294 295
strength of the confined core 262
strength limit states 245 246 247 248 249
250
transverse reinforcing 280 281 282 283 284285 286 287 288 289
290 291 292
transverse reinforcing program, base
level 281
Beam-column joints
cast-in-place frames 296322
behavior mechanisms 296348
biaxially loaded joints 301
bond considerations 300bond deterioration 314 315 316 317 318
cast-in-place subassembly 309
conceptual design 124 125 126
design example 321
eccentric beams 301
experimentally based conclusions 302 303 304 305 306
307 308 309 310
exterior joints 301
forces imposed on an interior
beam-column joint 299
impact of axial load 307 308
impact of high-strength concrete 310 311 312
impact of joint reinforcing 312 313mechanisms of shear transfer,
interiorjoint 297
minimum joint reinforcement 306
recommended design procedures 314 315 316 317 318319 320 321
strength limit states, suggested by
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Index Terms Links
others 299
suggested strength limit state 318
precast concrete beam-column joints 322348
DDC system 322334
design procedures 332 333 334
experimentally based conclusions
DDC 322332
hoop tie strains, observed 329 330
hysteretic behavior 325
load flow 326 327 328 329 330
331
strain in ductile rod 326
hybrid system 335348
bond penetration 336
corner conditions 345 346 347 348
design procedure, exterior
beam-column joint 344 345
design procedure, interior
beam-column joint 341 342 343 344
experimentally based conclusions 335 336 337 338 339
340 341hysteretic behavior 341
interior beam column joint 335344
Bolted precast concrete systems 216244
See alsoDDC system
Bond
bar development length 241
bond stress in beam-column joint 300
deterioration in a beam-column joint 314
hybrid beam-column joint, debondlength 336
implied bond stress 241
Capacity-based design
of the beam-column joint 296 298 299
definition 52
developed using inelastic time history
analysis 800 801 802
developed using sequential yield
analysis, seeShear walls; Frame
design
example 36
of the frame beam 156 157 158 159 160
of the frame column 270 274 275 283
general 24 25
objective 244
overview 758
Columns, seeBeam columns
Composite frame beams 173185
Compression reinforcing, effectiveness 300 314 315 316 317connector 175
developing the objective strength 177 178 179 180
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Index Terms Links
hysteretic behavior 325
photo 176
sizing the beam-column joint 180 181Concrete strain, see alsospecific system
analytically developed 355 356 357 358 363
cast-in-place walls reported 362
estimating postyield strain state in a
cast-in-place frame beam 111 112
estimating concrete strain in columns 259 260 261 262 263
experimentally determined limit state
cast-in-place beams 107
experimentally determined limit state
columns 255
T wall section 372
Confining pressure
impact of confinement on behavior 112 113 114 115 116
impact on cast-in-place wall strength 370 371
impact on component strain limit state 54 263
impact on component strength 54 116 262
impact on concrete strength 54 55 56 57 58
59
impact on precast wall strength 499 500 501 502 503504 505
quantification 56 57
Confining reinforcing, see alsomember
category
codification objectives 55
detailing in cast-in-place wall 396 454
detailing objectives 57 58
detailing in precast walls 489 529
detailing at support of steel couplingbeam 434
developing transverse reinforcing
program 182
high-strength concrete 59 60 61 62 63
64
high-strength reinforcing 62 63
objective 54 55
objective pressures 56 57
Conjugate beam models 107 108 109 110 111
Coupled shear walls, seeShear walls
Coupling beams
analytical models 405411 417425
assumed compressive strut width 406
compression diagonal 406
design conclusions 424 425
design procedures 425
diagonally reinforced 426
flexural behavior model 425
steel coupling beams 429truss reinforced coupling beam 428
detailing steel coupling beams 434 435 436 437
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Index Terms Links
diagonally reinforced coupling beam 407 408 409 410 411
422
effective moment of inertia 420 422 423diagonally reinforced couplingbeams 422
Coupling beams (continued)
flexural model 420
steel coupling beams 423
example design, steel coupling beam 435 436 437
447 448 449 450 451
452 453 454
flexural behavior model 403 404 405 406 407
general 402 403limiting the shear stress 420
link beam length 416
modeled using a strut and tie 403 404 405
objective peak shear 407
observed behavior 415 433
shear rotation relationships 408 409 410 412 417
steel coupling beams 414
traditional flexural model 405
truss reinforcing program 410 411 412 413 414Curvature, see alsospecific component
experimentally determined
cast-in-place beam 106
experimentally determined in walls 507
precast beams 170 171
Damping 15 16 17 18 19
20
cast-in-place concrete wall 512
equivalent structural 15 16 17 18
hybrid wall system 512
impact on behavior 52
DDC system 216244
assembling 231
beam flexural reinforcement ratios 239
connection detail 219 235
design procedure 232
detailing the frame beam 240 241 242 243 244
estimating strain in the ductile rod 243 244example design 233244
experimental confirmation 222231
forged ductile rod 218
hardware dimensions 235
isometric view 217
load transfer mechanisms 220 221 222
postyield strain 231
shear capacity development 239 240
test specimen 223 224 225used in hybrid shear wall 519
vertical orientation 236
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Index Terms Links
Deflection, see alsoDrift; specific system
experimental limit state, cast-in-place
beam 96 103predicting limit state in cast-in-place
frame beam 107 108 109 110 111
Design, see alsospecific component or
system
confirmation 763807
developing the design moment 148
example designs cast-in-place frame
beams 135144
impact of dead and live loads 136 137
process overview 757
process summary cast-in-place frame
beams 135
recommended approach 759
Detailing
cast-in-place beam column 287
cast-in-place beams 126 127 128
DDC beam-column joint 323 326
diaphragms 754 755
exterior beam-column joint 302 303hybrid beam 199 200
hybrid system, corner condition 345 346 347 348
hybrid system, exterior beam-column
joint 345
importance of 116 117 118 119 120
Diaphragm 738757
alternative load paths in a reinforced
diaphragm 756
composite diaphragms 753creating a design response spectrum 742
deep beam models 7282
design approach 738 739
development of diaphragm load paths 751
effective moment of inertia 739
establishing the strength limit state 746
estimating response 740
fundamental frequency 739
load paths 88 89 90
postyield distress in a diaphragm 757
precast concrete diaphragms, general 753pretopped precast concrete
diaphragms 754
probable maximum inertial force 743
Direct displacement-based design, see also
Displacement-based design
example design, shear wall braced
building 557 558 559 560
Displacementbeam and column subassembly 663
diaphragms 746 747 748 749
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Index Terms Links
single story frame 29
Displacement-based design 26 27 28 29 30
31 32 33constant spectral velocity method 551 552 553 554 555
definition 52
direct displacement 31 32 33
direct displacement-based design 555 556 557 558 559
560 561
displacement constant region 48
equal displacement 28 29 30 31
equal displacement-based design 539551
general 9
recommended procedure 44 45 46 47 48
49 571 572 573 574
575 576
Drift
details 235
estimating the drift of frame braced
building 672 673 683 684
estimating the drift of shear wall braced
buildings 391 392 393
objective limits 28standard forging 218
Ductile rods
assemblies used in composite
construction 175
stressstrain curves 176
Ductility
cast-in-place frame beams 103
general 7
impact on damping 15 16 17 18 1920
impact on system response 12 20 21 22
member ductility, as related to system
ductility 37 38 39 40
overview 758
reduction factors used in design 40 41 42
related to member stiffnesses 40
rotation demand irregular frames 803 804 805 806
system behavior enhancer 8 9 10 11 12
13 14
system ductility, frame braced
structures 680 681 682
system ductility, general 3344 52
Dynamic response of
single-degree-of-freedom system 922
Dynamic characteristics of a building, see
alsospecific system
discussion 52 53
Earthquake
ground motions used in analyses 766 767
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Index Terms Links
Elastic
time history analysis, examples 768807
Energy,see also
Dampingdesign methodologies, general 9
dissipated 17
Equal displacement-based design, see also
Displacement-based design
applied to frame braced buildings 680691
applied to shear wall braced buildings 539555
definition 51
recommended procedure 44
single story example 28 29 30 31
testing the equal displacement
hypothesis 768776
Example designs
cast-in-place frame beam 149163
concrete coupling beam 449 450
composite beam system 174185
DDC system 233244
hybrid beam 196216
precast hybrid wall system 519529
shear wall, capped shear wall 456471shear wall, coupled shear walls with
stacked openings 437447
shear wall, thin wall 389402
shear wall, 12-inch thick wall 379389
steel coupling beam 435 436 437 447 448
449
Example designs (continued)
unequal spans, cast-in-place system 140 141 142 143 144
Factored dead and live loads 136Force-based design, see also
Strength-based design
code procedure 22 42
general 8 9
Frame design 662737
analysis
building model approach 680 681 682 683 684
685 686 687 688 689
consequences of alternative strengths 729
DDC frame 694
design evaluation by sequential yield
analysis 711737
design objective 662
direct displacement-based design 691 692 693 694 695
696 697 698 699 700
701 702
displacement-based design, see
Displacement-based design
equal displacement-based design 680691estimating building period 672
hybrid frame 700
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Index Terms Links
irregular frames 704
behavior 733
subassemblies 706lower level mechanisms 669
mechanism approach 666
P concerns and modeling
assumptions 713
precast concrete frame 691704
precast frame beam designs 702
precast frame system behavior 735
postyield drift distribution 680
response to ground motion
design/behavior reconciliation 797
distribution of postyield
deformations 794
elastic/perfectly plastic model 780 781 782 783 784
impact of design strength 780794
impact of modeling assumptions 784794
P effects 786
residual drift 782 783 787response of precast concrete
framesDDC 806 807
slip control model 785
stiffness degrading model 785
single-degree-of-freedom model
approach 689 690 691
stability 807 808 809 810
stiffness 671 688 690
strength-based design 669679
strength-based design procedure 669
subassembly stiffness 663
two-story building mechanism 666
what constitutes good behavior 712
Frequency, seeNatural frequency
Height
effective, Blue Book development 541 543 545 547
effective, linear mode shape basis 542 543
High-strength concrete 59 60 61 62 63
64ductility available 61 62 63 64
Hybrid beam system 185216
analysis 203
balanced moment 209 210 211 212
design procedures, beam-column joints 341 342 343 344 345
346 347 348
design process 195
detailing 199 200
developing a flexural reinforcementprogram 205
developing the design moment 203 204 205
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Index Terms Links
estimating steel stresses 188 189 190 191 192
193 194
experimental support 185195minimum reinforcing objectives
207 208
overstrength 201
probable strength 194
reinforcement ratios 200 201
stiffness 188 189
strain evaluation 188 189 190 191 192
193 194 214 215 216
Hybrid frame system, seeFrame design
Hybrid wall system, seeShear walls;
Precast concrete system
Hysteretic response
DRAIN-2DX model 120 121 122
IDARC2D model 121 122 123
impact on damping 16 17 18
partially full 18
Idealized behavior, see alsoShear walls
beam yield 98 99 100 565frames 716 717 718 719 720
721
SDOF system 25
system behavior 566 716 721 735
Inelastic behavior
impact on system response 20 21 22
inelastic response spectrum 20 21 22
time history examples 768807
Limit states
cast-in-place concrete 107
experimentally deduced concrete strain
limit states 107
Mass
effective height 542 544
effective height, linear mode shape
basis 544
effective mass 535 542
effective mass, linear mode shapebasis 543
Mechanism
frames 666
impact of dead and live loads 179 180
irregular frame 709
lower level mechanisms, how to avoid 669
most critical mechanism 245
story 275
two-story example 666 667 668 669use of in design 177 178 179 180
Member behavior
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Index Terms Links
beam column 255 256 257 258
beam-column joint 298 299 300
cast-in-place beam 95116Member modeling
considerations 120
first yield of steel 100 101
inelastic curvature model 101 102
modeling considerations 120
Modal analysis
based on linear mode shape 543
elastic mode shape basis 545
inelastic mode shape basis 545
modal analysis 542 543 544 545 546
547
modal mass 542
Modeling
DRAIN-2DX model 120 121 122
hysteretic behavior 790 791
IDARC2D model 121 122 123
Moment of inertia, see alsospecific
member or system
required/effective 29Moment redistribution 137 141 142
Moment transfer, precast beams
general 168 169 170 171 172
Natural frequency, see alsoPeriod
development; specific system
determining objective 28
ductile structure 32
single-degree-of-freedom system 11Neutral axis
beam 101
hybrid wall 449504
wall 362
Nominal strength, seeMember category
Overstrength
material 211
member
frame beams 98 99 689
shear walls 352 361 495 566
567 568 569 570
system 25 30
cast-in-place frame 162
walls 352 361
Participation factor 542
linear mode shape 543
P
definition 51design impact 718 719 720 721 722
723
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Index Terms Links
effect on building response 13 14
impact on system stability 807 808 809 810
modeling considerations, frames 713 714 715 716 717718
Period development 21 22
capped shear walls 458 459
coupled shear walls 442 443 444 445
Period development (continued)
estimates of 22 42 43
frame braced structure 672
idealized 27
shear wall 391 392 393
Plastic design 177180 666 667 668 669
see alsoMechanism
Plastic hinges
length
cast-in-place beams 107
columns 255 256 257 258
hybrid walls 498 499 514
walls 356 506 507
precast beams 170 171 172
Plastic truss analogytheory 66
used to develop capacity of a DDC
beam-column joint 331
used to identify shear strength in
cast-in-place beam 113 114 115
Post-tensioned systems, see alsoHybrid
beam system; Shear walls, precast
concrete
experimental support 185195general 185
hybrid beam system 185216Postyield behavior, seespecific memberor system
Precast concrete system
beam-column joints 322348
precast concrete beams 166244
See alsoComposite frame beams; DDC
system; Hybrid beam system
precast concrete walls, seeShearwalls
time history response of frames to
ground motion 806 807
PRESSS program 640
shear wall elevation, test building 493
Pushover analysis, seeSequential yield
analysis
Reinforcement
developing a flexural reinforcing
program for the cast-in-place frame
beam 148
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Index Terms Links
developing a transverse reinforcing
program for the cast-in-place frame
beam 148effectiveness of compression bars 134
hoop ties 119
restraining force 119
spacing 127
stability 116 117 118 119 120
Reinforcement ratio
maximum 133 134 135
Response spectrum 14 15 16 17 18
19 20 21 22
acceleration-displacement response
spectra 548
definition 51
Restoring force impact on response 12
Sequential yield analysis, see alsospecific
system
coupled shear walls 600 601
frame braced buildings 716 719 720 721 729738
shear wall braced systems 556 582 585 586 587Shear
arching action 71 74
beam shear model 65
capacity-based demand beam 129 130 131
compression diagonal modeling 76
demand, columns 131 132 133
deep beams 73
diaphragm load paths 88 89 90
ductility 77 78 79 80 8182
impact on behavior 112 113 114 115 116
limit states 67 68 69 70
columns 254
need for effective development 7
node development 75 76 754
passively activated shear friction 86 87 754 755 756
plastic truss analogy 66 113 114
pure friction 82 83
shear friction 83 84 85
shear span, impact on strength 71 72
shear strength 6577
squat shear walls 76 77
transfer across concrete discontinuities 82 83 84 85 86
87 88 86 90 172
173
truss analogy 65
Shear walls
design, general 534576constant spectral velocity method 551 552 553 554 555
curvature distribution 507
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Index Terms Links
direct displacement-based design 555 556 557 558 559
560 561
equal displacement-based design 540555estimating strain states 355 356 357 358 363
idealized stiffness 536
impact of confined core 370 371 372
impact of system strength 567 568 569 570 571
modal analysis 542 543 544 545 546
547
mode participation 538
modeling shear walls of equivalent
stiffness 534 535 536
period development 391 392 393
preparing alternative designs 561
reported strain states 362
sequential yield analysis examples 565 566 567 568 569
570 571
stability of the compression flange 366 367 368 369 370
T walls 367 368 369
design summary
design objective is to limit building
drift 573design requires the adoption of a
substitute structure 574
wall characteristics are a
precondition 572
precast concrete 484529 615661
base details 489
carbon fiber system 485
concrete strains
estimated 504 505experimentally inferred 514
reported 492 498
cracking experienced 486
curvature distribution emulative wall 507
design assumptions 506
design procedures, hybrid wall 514 515 516 517 518
519
detailing 524 525 526 527 528
529
emulative system 485
example design, hybrid wall 519529
experimental efforts 485514
hybrid T wall design solutions 646
hybrid wall system 615661
constant velocity equal
displacement 622639
design procedures 615661
direct displacement-based 639 640 641 642 643
644 645 646equal displacement-based 621639
PRESSS test wall 493
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Index Terms Links
prestressed (only) wall assembly 485 486 487 488 489
490 491 492
reinforced base 487stiffness 495
structural damping 512
vertically joined wall panels 648661
response to ground motion, see also
Time history analysis
hysteretic response in the plastic
hinge region 770
impact of design strength on
response 776784
period shift 778
testing the equal displacement
hypothesis 768776 782 783 784
shear wall braced buildings 534661
shear walls with openings 402484
capped shear wall system 457468
idealized behavior 469
mechanism shear 460 461 462 463 464
465 466
period development 458 459probable strain states 466 467 468
coupled shear walls with stacked
openings 437455
compression side pier 453
coupling beam design 447 448 449 450 451
452 453 454
See alsoCoupling beams
design confirmation 597614
design process and example 437 438 439 440 441442 443 444 445 446
447
estimating the period 601
estimating strain states 608
period development 442 443 444 445
postyield deformation demand 453
postyield rotational demand on
coupling beams 453
sequential yield analysis 600
strength criterion for the shear
piers 450
shear walls of varying lengths 576597
displacement-based approach 578 579 580 581 582
583 584 585
force-based design procedures 576 577 578
secant stiffness 587
Shear walls (continued)
sequential yield analysis 585593 586 587 588 589
590 591 592 593suggested design approach 593
shear walls with randomly placed
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Index Terms Links
openings 471484
design conclusions 481
design objectives 474experimental efforts 471481
multiple openings 481
shear fan development 475
strut and tie model 481 482 483 484
tall thin walls 349402
code design strength 376 377 378
concrete strain limit states 372
conclusions developed from
experimental efforts 373 374
curvature 362
curvature ductility factor 357 371design, direct displacement-
based
(DBD) 555561design, displacement-based
approach 376 377 378 379 380
381 382 383 384 385
386design, equal displacement-
based(EBD) 540555
design example 389402
design procedures 374387
elastic deflection 356experimentally based
conclusions 349374
influence of shear on period 392 393
period determination 379 380
plastic hinge length 356
sequential yield analysis 565 566 567 568 569
570 571
stability limit states 366
stiffness 353 361
stiffness, T walls 369
strain profiles 359 360 361 362
T sections 367
Spectral acceleration 15
Spectral displacement 15 20Spectral velocity 15 19 20 28 31
Spectrum
base shear 375
creating a design spectrum 14 15 16 20 21
22
design response spectrum 765
matched spectrum 763 764 765 766
scaled ground motion spectra 763 764 765 766
single-degree-of-freedom 375Stability index 809
Stability
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Index Terms Links
system 13
tall thin walls 366 367 368 369
Steelductile rod 218
reinforcement index 212
stressstrain diagram for prestressing
steel and mild steel bar 211
used as coupling beam, seeCoupling
beams
Stiffness
columns 263
cast-in-place concrete shear walls 352 361 508
diaphragms 739
effective stiffness of the substitute
structure 644
design
effective height 542
effective height, linear mode shape
basis 544
selecting compatible length of shear
wall 551
determining objective stiffness 28ductile structure 26
hybrid system 340 341
precast concrete shear walls 495
secant stiffness 587
strength and stiffness degradation
cast-in-place frame beams 104
subassembly 663
subassembly stiffness, cast-in-place
subassembly 340 341substitute structure 644
T walls 369
Strain
cast-in-place beams 107
columns 255264
confined core 263
estimating postyield strain states 163 164 165 166
estimating postyield strain state in a
cast-in-place frame beam 111 112
example cast-in-place frame beam 160
experimentally deduced concrete strain
limit states 107
hybrid beams 190 191 192 193 194
213 214 215 216
hybrid walls 498 504 505
postyield behavior cast-in-place frame
beam 163 164 165 166
prestressing strand in shear walls 490Strength
degradation 13
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Index Terms Links
design 40 46
developable 40
impact on response 567 568 569 570 571776 777 778 779 780
781 782 783 784
objective 8 22 49
required 30
strength and stiffness degradation
cast-in-place frame beams 104
Strength-based design, see alsospecific
system
definition 52
example 42
general 22
Structural systems
behavior, seespecific system
design, seespecific system
response to ground motion 14 15 16 17 18
19 20 21 22
Strut and tie modeling, see alsoCoupling
beams; Diaphragm; Plastic truss
analogybeam shear transfer 65 66 67
compressive strut width 406
deep beams 73 74
node development 75 754 755
precast wall panels 77
squat shear walls 76
used to development diaphragm 756
used to estimate shear deformation 77
System behaviorductile structures 8
elastic, seeTime history analysis
idealization 8
inelastic, seeSequential yield analysis;
Time history analysis
System stability 807
Time history analysis 763807
elastic/inelastic response compared 768 769 772 778 803
807
ground motions 763 764 765 766 767
impact of modeling on response 784794
impact of strength on response 776784
inelastic response 782 783 792
modeling hysteretic behavior 790 791
objectives 763
plastic hinge distribution 795 796 797 798 799
800 801 802 803response of frame braced buildings 780807
response of shear wall braced 768780
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Index Terms Links
buildings
testing the equal displacement
hypothesis 768776 782 783 784Torsion 810 811 812 813 814
Walls, seeShear walls
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