Advances in Steel Structures - part 59 potx

Xiao REFERENCES Chongqing Highway Scientific Research Institute 1998.. Design Programs and Testing Guidelines for the Bridge Deck Pavement of Xiamen Hiachang Steel Bridge and Approach B

560 X Zha and Q Xiao

REFERENCES

Chongqing Highway Scientific Research Institute (1998) Design Programs and Testing Guidelines for the Bridge Deck Pavement of Xiamen Hiachang Steel Bridge and Approach Bank, Chongqing Highway Scientific Research Institute, PRC

Fang Fusen (1993) Pavement engineering, People Transportation Publishing House, PRC

Highway Planning and Design Institute of Ministry of Communications (1997) Specifications for Design of Highway Asphalt Pavement (JTJO14-97), People Transportation Publishing House, PRC

Zhu Zhaohong, Wang Binggang and Guo Dazhi (1988) Mechanical computation for pavement, People

Transportation Publishing House, PRC

Volumes I and II

Chan, S.L 145, 193, 443, 451,791, 1125, 1167

Dai, C.W

Dasui, W

Davies, J.M

De Luca, A

Deqing, G

Dezi, L

Dou, Y

Elliott, K.S

Enjily, V

Ermopoulos, J

Fang, L.X

Fuhai, Z

Ge, H.B

Ghojel, J

Godley, M.H.R

Goto, Y

Grundy, P

Grzebieta, R.H

Gu, J.X

Guitong, Y

Gupta, L.M

Gusic, G

Han, L.-H

Hancock, G.J

Haojun, C

Hara, T

Hautala, K.T

He, J.L

Hensman, J.S

Ho, G.W.M

Hong, T

Hoshino, M

Howson, W.P

Huang, K.S

Hudramovych, V.S

291

731

367

323

999, 1013 931,939

831

459

375

521

145

209

63, 563

1047

375 101,545, 705, 1021

983, 1047

429

193

125

921

613

1039

25, 237, 253, 261,349, 357

183

881 6O5

1031

3

747

697

529

87

631

721

I2 Index of Contributors

Luong, M.P

631

663 Jian, Z

Jiang, L

Jiang, S.C

Jing, J

Jiqing, W

Jonaidi, M

Jullien, J.F

Kaitila, O

Kang, Q.-L

Karadelis, J.N

Kasai, A

Kawanishi, N

Kesti, J

Ko, J.M

Koss, L

Kumar, A.N

Lam, D

Lam, P.H

Lam, S.S.E

Lau, C.K

Law, S.S

Lee, C

Lee, Y.C

Lee, Y.-Y

Lennon, T

Leoni, G

Li, G.Q

Li, Q.Z

Li, S

Li, X.-S

Li, Y

Li, Y.Y

Li, Z.X

Liew, J.Y.R

Limam, A

Lin, H

Liu, K

Liu, L

Liu, P

Liu, T.C.H

Liu, X

Lu, L.W

Lu, X

Lui, T.H

Luo, Y

731

101 Mak, W.P

1 0 3 1 M/ikel/iinen, P

277 Man, K.L

183 Mashiri, F.R

679 Mele, E

613, 1 1 4 1 Mizutani, A

Moore, D.B

Morris, L.J

Motoyui, S

Mtiller, A

159

385 305,313

1157

705

367 331,513, 1109

849

1133

459

739

579

487, 505

537

429

391

905

1055 931,939

1031

631

965, 975

545

809

913

1109

175

613

1089

965

1089

1081

135

831

75

783

579

799

Nethercot, D.A

Ng, C.-F

Ngok, L.Y

Ni, Y.Q

Nianmei, Z

Nip, T.F

Nuttall, H

Obata, M

Oehlers, D.J

Ohga, M

Ohtsuka, T

Omair, M

Omair, M.R

Osterrieder, P

Outinen, J

Owens, G

Pan, Q

Panzeri, N

Patterson, N.L

Pircher, M

Poggi, C

Qinghua, H

Rahimian, A

Rasmussen, K.J.R

Rees, S.J.W

Ricles, J.M

Romero, E.M

Ronghe, G.N

487, 505

159, 1063

487, 505

983

323

1021

1055

135

167

1073

3, 459

905

109 331,513, 1109

125

283

747

1021

571

881

167

313

305

1073

1063

1187

1151

621

1047

639

621

587

755, 857

341

775

75

755 92!

Rotter, J.M 39

Saidani, M 305, 313

Schmidt, H 597, 605

Shigematsu, T 881

Smith, S.T 109, 571

Teng, J.G 109, 391,443, 477, 647, 655, 687, 697

Toribio, J 947, 955

Unterweger, H 117

Usami, T 63, 563, 1157

Wei, X.X

Werner, F

Wheeler, A.T

Wilkinson, T

Williams, F.W

Winterstetter, T.A

Wong, K.F

Wong, K.Y

Wong, M.B

Wong, P

Wong, Y.L

Xianzhong, Z

Xiao, Q

Xiao, R.Y

Xie, X

Xiliang, L

Xu, Y.L

Xu, Z.G

Yam, L.H

Yan, H

Yangji, C

Yi, S.C

Yiyi, C

Yong, Y

Yong, Z

Yoshida, S

Young, B

Yu, L

Yue, Y

Yung, T.H

Yuxin, L

1125

1073

237, 253

261

87

597

487, 505

487, 497, 505

1047

429 451,477, 1167

731

553

467

1151

209, 587

497, 815, 873

1005

913

1099

731

897

731

1013

209

671 341,349, 357

537

587

537

217

Wang, J.Y 331,451, 1167

Wang, Y.C 401, 1175

Zandonini, R

Zha, X

Zhai, Y

Zhang, C

Zhang, J.W

Zhang, K

Zhang, W.S

Zhao, X

Zhao, X.L

Zhao, X.-L

Zhao, Y

Zhen, Y

Zheng, G

Zheng, Y

Zhitao, L

991

553

1089

705

477

965

815

831

429, 849, 983

1047

647

437

513

63

217

14 Index of Contributors

Zhou, B

Zhu, L.D

Zhu, X

529 Zingone, G

497 Zuyan, S

1151

413

731

Volumes I and II

ABAQUS

acceleration response

active confinement

adaptive h-refinement

ADAS devices

adhesive

airport

airy stress function

aluminium alloy sections

anisotropic plate

ANSYS

arbitrary cross-sections

arch

arched corrugated metal roof

ASB

aseismatic behavior

asphalt concrete

austenitic stainless steel

austeno-ferritic steel

axial compression

axial load

axisymmetric

axisymmetric shell

barrel vault

beam(s)

beam-column

beam-to-column steel joints

bearing

bearing capacity

bearing failure

bending

bending moment

bending stiffness

biaxial bending

bifurcation

bifurcation analysis

bifurcation buckling

binder course

body force

bolted connections

bolted joints

bonding

box section

237

497, 537

413

1117

775

477

731

1125

799

579

313

443

209

209

1055

437

553

605

1141

597 621,639

713

671

1099 261,349

1039

991

229

357

245

349, 375

537

513

443

126, 687, 721

341

671

553

1125

237, 269

283

477

63

bridge deck pavement 553 bridge monitoring system 487 bridge response 505 bridge tower section 1109 bridge-vehicle interaction 537 buckling 87, 109, 341,429, 521, 571, 613, 621,

647, 655, 679, 687 buckling modes 1117

cable-stayed bridge(s) 505, 521,529

channel members 349

circular inclusion 1125 circular line load 631 circular steel columns 413 circumferential weld imperfection 639 class hierarchy 975

cold-formed 25, 375, 429 cold-formed channels 357 cold-formed steel 159, 245, 261,269, 341,

349, 367

collapse mechanism 621 column(s) 109, 421,429, 1047

column flexibility 135 combined loading 597 compartment fires 39 complete load-deflection analysis 51 complicated structural member 1109 I5

16 Keyword Index

component-based model

composite

composite beam

composite behavior

composite columns

composite construction

composite foundation

composite members

composite slab

composite steel slag-concrete beams

composite structure(s)

concrete

concrete-filled steel tube(s)

concrete-filling

conical shells

connection(s)

consideration of constraints

constraint

continuum model

conversion of cross-section

coupling beams

cracked cylindrical bars

creep

critical load(s)

CTOD

cumulative damage model

curved

cyclic behaviour

cyclic loading

cyclic tests

cylindrical arc-length method

cylindrical shell(s)

cylindrical steel shells

451

39, 451,459, 1047, 1167

965

291

443, 747

3, 421

1151

413

747

385

755, 931,939

459 391,437, 1039

429

621

3, 75, 253, 1055, 1167

1073

1099

183

385

391

947

931

183, 631, 1117

1133

13

521

991

63, 429, 563

639

587

605, 679, 705

597

design 229, 305, 375, 655, 1031

double bolted connections 245

ductility 63, 391, 413, 563, 991 dynamic characteristics 809

dynamic relaxation method 217

dynamic stability critical load 201

earthquake response analysis 101

effective stress concentration factor 999

elastic-plastic problem 671

elasto-plastic response analysis 1157 elasto-plastique analysis 1141

elevated temperatures 605, 1047, 1063

end plate connection(s) 237, 277, 451

energy absorption device 857

experimental investigation 349

fatigue resistance (FR) line 991

fibre reinforced concrete 413

finite element(s) 713, 1109 finite element analysis 261 finite element buckling analysis 1117

finite element method(s) 167, 193, 209, 513,

671, 1005 finite strip method 109, 341,579

fire resistance 1031, 1047

flexible shear connection 931,939

flexural strength for negative bending 385

flexure-torsion coupled 897

folded plate structures 1117

fracture criteria 947, 955

free vibration problem 881

high temperature properties holding down bolts hollow core hollow sections hoop stress horizontal shoving horizontal vibration hot-rolled steel human response hybrid optimization hysteresis

hysteretic loops hysteretic model

imperfections incremental iterative method infinite elastic plane initial deflection initial imperfection m-plane bending instability interaction internal pressure

~rregular cross-sections ISO834 fire curve

1063

135

459

305

1125

553

897

349

849

1081

331, 1167

437

101

647, 687

217

1125

63

193, 579

983

341

597

671

443

1047

generalized plastic hinge model 167

global optimal solution 1089

Hankel singular value approach 913

high performance structure 75

high strength concrete 437, 1047

high strength fastener 277

high strength steel 357, 421,947

high strength steel with low ductility 245

J-integral joints junctions

large deflections large deformation large steel silo large-scale test lateral torsional buckling lightweight floor lightweight steel limit load limit state line spring element load bearing performance load monitoring loading condition loading histories local buckling local buckling effect lock mitre gate longitudinal rupture

1133

3

655

39

671

663

1055

1073

849

159

51

721

1013

209

487

451

323

109, 167, 261,367, 1073

101

1005

1133

I8 Keyword Index

long-term analysis

low-cycle fatigue

low-rise structure

machine learning

material

material properties

maximum response displacement

measurement

measurement system

mechanical properties

membrane effects

metallurgical behaviour

Mexico city

misaligned welded joint

modal damping

modal damping ratio

modal property

mode interaction

mode shape

mode switching

model order determination

moment capacity

moment connections

moment end plate

moment-resisting frames

moment-rotation behaviour

monotonic loading

Monte-Carlo-Simulation

moving force identification

moving rivulet

multiple regression analysis

multiply cross section

multi-storey

multi-storey framework

multi-variable

natural frequency

neural network

nominal shear span-ratio

non axisymetric imperfections

nonlinear

nonlinear analysis

nonlinear behaviour

nonlinear dynamic analysis

nonlinear dynamic response

nonlinear response

nonlinear stability

numerical analysis

numerical simulation

931

991

857

529

1141

1063

1157

487, 537

613

1063

39

1141

755

999

849

815

513

697

849

697

913

349

283

253

991

237

563

1073

537

873

529

1109

39

183

1089

497, 849, 881

1167

385

713

313, 613, 731 201,687, 705, 775

939

545

331

39

631

167, 1021

731, 1141

object-oriented technique 975

perforation compression 367 performance based design 775 performance index optimization 913

phenomenological modelling 331

post-buckling 39, 571,639, 687, 697

post-buckling equilibrium path 587

prestressing steel wires 955

probabilistic fracture mechanics 1005

proportional and non-proportional loads 145

Pseudo excitation method 815

push-off 459

pushover analysis 63

quality control 739

quasi-tensegric system 217

random vibration 831

re-bar stiffening detail 291

recticulated dome 201

reinforcement ring 1125

reliability analysis 357

residual microstress 721

residual response displacement 1157

residual stress(es) 63, 639, 1141

resonance response 873

response analysis 831

response monitoring 487

reticulated domes 51

reticulated saddle shells 51

reticulated shallow shells 51

reticulated shells 51

reticulated vaults 51

rheology of rice 663

rotation capacity 261, 323

second-order analysis 193

second-order inelastic analysis 145

section properties 1109

seismic design 391,755, 775, 857, 991

seismic isolation design 545

seismic resistance 75

seismic response(s) 13, 809, 815

seismic response analysis 1157

self-stressing force 921 semi-continuous frames 991 semi-rigid connection 331, 815 semi-rigid frames 145 settlement 679, 1151 shaking table test 13

shear buckling 563, 679 shear coefficient 1109 shear resistance index 553 shear strength 553, 563

shell(s) 209, 613, 647, 655, 687, 697, 721 shell buckling 597, 605 shell structure 881 shells of revolution 697

silo with internal ties 663 silos 639, 647, 655 single curvature cable-suspended roof 831 singularity detection 1089 site measurement 783

slipping cables 931,939

soil-structure interaction 1157

stability 109, 647, 655, 1151 stability analysis 51,521 stability design 605 stability function method 193

static strength 983

steel 101,375, 459

steel frame(s) 145, 167, 193, 283, 815, 1073 steel framed structures 13 steel highway bridge 545 steel hollow section(s) 429, 849, 983

steel oil tank 1151 steel plates 477, 571 steel portal frame 1081