Advances in Steel Structures - part 59 potx

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.
INDEX OF CONTRIBUTORS
Volumes I and II
Alikhail, M.M. 849
Amano, M. 563
Ansourian, P. 679
Asta, A.D. 931,939
Bailey, C.G. 1055
Bao, S.H. 897
Beale, R.G. 375
Bernuzzi, C. 991
Bian, C.Y. 1005
Bingye, X. 125
Bradford, M.A. 571
Bridge, R. 639
Bridge, R.Q. 229
Calado, L. 323
Campione, G. 413
Cano, V. 1141
Cao, P Z. 385
Carroll, C. 775
Chan, B.H.M. 145

Chan, C M. 1081
Chan, F. 655
Chan, K.W.Y. 497
Chan, S.L. 145, 193, 443, 451,791, 1125, 1167
Chan, S L. 151,823
Chan, T.H.T. 537, 1109
Chan, W.Y. 487, 505
Chang, K.L. 775
Chau, K.T. 1125
Chen, H. 175
Chen, J. 839
Chen, J.F. 391
Chen, S.F. 443
Chiew, S.P. 291
Choi, C.K. 1117
Chu, A.Y.T. 791
Chui, P.P T. 151,823
Chung, K.F. 245, 269
Clandening, K. 775
Clarke, M.J. 237, 253
Clubley, S.K. 467
Combescure, A. 713
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
Ip, K.H.
245, 269 Luo, Y.F.
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.
1031 M/ikel/iinen, P.
277 Man, K.L.
183 Mashiri, F.R.

679 Mele, E.
613, 1141 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!
Index of Contributors
I3
Rotter, J.M. 39
Saidani, M. 305, 313
Sause, R. 75
Schmidt, H. 597, 605
Scibilia, N. 413
Scott, D. 747
Shan, L. 1099
Shen, J. 783

Shen, S. 201
Shen, S.Z. 51
Shen, Z. 799
Shen, Z Y. 13
Shi, W. 783
Shi, Y. 277, 975
Shigematsu, T. 881
Shu, H S. 521
Smith, S.T. 109, 571
Song, C.Y. 687
Song, M.K. 1117
Surtees, J.O. 283
Tang, L.K. 175
Teng, J.G. 109, 391,443, 477, 647, 655, 687, 697
Toledano, M. 947
Tong, L. 799
Toribio, J. 947, 955
Unterweger, H. 117
Usami, T. 63, 563, 1157
Uy, B. 421
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
Valiente, A. 955
Vincent, Y. 1141
Wang, C. 201,975
Wang, J.Y. 331,451, 1167
Wang, L. 889
Wang, L.Y. 873
Wang, Q. 889
Wang, Q L. 385

Wang, R.L. 1005
Wang, Y. 799
Wang, Y.C. 401, 1175
Wang, Y C. 521
Wang, Z. 437
Wang, Z M. 1081
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
KEYWORD INDEX
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
BP algorithm 1167
bracing 429
bridge(s) 75, 521
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
building 75
cable 873
cable-beam 731
cable-nets 217
cable-stayed bridge(s) 505, 521,529

calculation 721
CFT column 291
channel column 341
channel members 349
channels 375
chaos 126
circular inclusion 1125
circular line load 631
circular steel columns 413
circumferential weld imperfection 639
class hierarchy 975
CLS element 1117
coal storage 1099
code 1031
cold-formed 25, 375, 429
cold-formed channels 357
cold-formed steel 159, 245, 261,269, 341,
349, 367
collapse 167
collapse mechanism 621
column(s) 109, 421,429, 1047
columns base 135
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
D.O.F. 1117
damage index 991
damage tolerance 955
damper 857
deep mixing method 1151
deformation(s) 305, 721
design 229, 305, 375, 655, 1031
design formula 51
design parameters 487
design strength 349, 357
diamond buckling 705
discrete optimization 1081
displacements 313
distortional buckling 367
double bolted connections 245
drilling 1117
ductile fracture 1021
ductility 63, 391, 413, 563, 991
dynamic characteristics 809
dynamic postbuckling 713
dynamic relaxation method 217
dynamic stability 201
dynamic stability critical load 201
dynamic system 126

earthquake response analysis 101
effective length 341
effective stress concentration factor 999
eigenvalue 679
elastic layer 553
elasticity 1125
elastic-plastic problem 671
elasto-plastic analysis 145
elasto-plastic response analysis 1157
elasto-plastique analysis 1141
electronic information 1187
elephant-foot buckling 705
elevated temperatures 605, 1047, 1063
empirical model 101
end plate connection(s) 237, 277, 451
energy absorption 755, 775
energy absorption device 857
energy release rate 947
engineering education 1187
engineering safe design 955
equilibrium state 217
experiment(s) 647, 721
experiment study 965
experimental device 1141
experimental investigation 349
expert system 529
external pressure 621
failure 29
failure modes 269, 323
fatigue 965

fatigue crack 1005
fatigue life curve 999
fatigue reliability 975
fatigue resistance (FR) line 991
fatigue strength 983, 999
FE-analysis 313
fibre reinforced concrete 413
fibre resistance 1039
finite element(s) 713, 1109
finite element analysis 261
finite element buckling analysis 1117
Keyword Index
I7
finite element method(s) 167, 193, 209, 513,
671, 1005
finite strip method 109, 341,579
fire 39, 1055
fire protection 1047
fire resistance 1031, 1047
fire temperatures 1063
fire-resistance 1031
fixed-ended 341
flexible shear connection 931,939
flexural buckling 117
flexural strength for negative bending 385
flexure-torsion coupled 897
floor systems 39
fluctuating wind 831
folded plate structures 1117
force ratio 385

fracture criteria 947, 955
fracture toughness 75
frame(s) 3, 63
frame-shear wall 889
frangible roof design 671
free vibration problem 881
frequency 889
full-scale test 731
full-sized model test 209
functional 889
furnace 1047
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
galloping 873

generalized plastic hinge model 167
genetic algorithms 1081
geometric nonlineality 193
geometrical stability 217
glass curtain walls 799
global optimal solution 1089
grinter 87
Hankel singular value approach 913
heteroclinic orbit 126
hexahedron element 1013
high performance steel 75
high performance structure 75
high rise 857
high rise building 783
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 975
objective function 1099
object-oriented method 529
object-oriented technique 975
oil storage tank 671
open sections 25
optimal analysis 1099
optimization 857
outriggers 747
overall stability 183
paddy rice 663
panel zone 323
parametric study 815
perforation compression 367
performance based design 775
performance index optimization 913
periodic orbit 126
phenomenological modelling 331
pin-ended 341
pins 229
pipe section 63
pipelines 1133

plastic bifurcation 705
plastic mechanism model 357
plasticity 39, 721, 1021
plasticity theory 167
polygonal sections 109
portal frame design 277
portal frames 135
post-buckling 39, 571,639, 687, 697
post-buckling analysis 579
post-buckling equilibrium path 587
precast 459
preflex 965
preisach model 331
pressure 613, 1133
prestress 731
prestressed 965
prestressed force 217
prestressed steel 921
prestressing 931,939
prestressing steel wires 955
principal stress 553
principle of multiples 87
prism element 1013
probabilistic fracture mechanics 1005
professional practice 1187
proportional and non-proportional loads 145
prying 253
Pseudo excitation method 815
Keyword Index
I9

push-off 459
pushover analysis 63
quality control 739
quasi-tensegric system 217
rain 873
random vibration 831
R-curve 1133
re-bar stiffening detail 291
recticulated dome 201
rehabilitation 921
reinforcement ring 1125
reliability 1005
reliability analysis 357
research 1031
residual microstress 721
residual response displacement 1157
residual stress(es) 63, 639, 1141
resonance response 873
response analysis 831
response monitoring 487
restraint 39
reticulated domes 51
reticulated saddle shells 51
reticulated shallow shells 51
reticulated shells 51
reticulated vaults 51
retrofit 571
rheology of rice 663
RHS 261
ringbeams 655

rivet 1125
roof truss 159
Rosette-joint 159
rotation capacity 261, 323
rupture 1133
saddle 126
safety 1133
sagged cable 513
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 229
shear buckling 563, 679
shear coefficient 1109
shear resistance index 553
shear strength 553, 563
shear stress 553
shear studs 459
shear walls 391

shell(s) 209, 613, 647, 655, 687, 697, 721
shell buckling 597, 605
shell structure 881
shells of revolution 697
ship 75
ship lock 1005
SHS 313
silo with internal ties 663
silos 639, 647, 655
single curvature cable-suspended roof 831
singularity detection 1089
site measurement 783
slabs 477
slim floor 1055
'Slimdek' 1055
slipping cables 931,939
soft soil 1151
soil-structure interaction 1157
space frame 631
stability 109, 647, 655, 1151
stability analysis 51,521
stability design 605
stability function method 193
standards 25
static 965
static strength 983
static tests 799
steady-state 1063
steel 101,375, 459
steel bridge 553

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 jacket 975
steel oil tank 1151
steel plates 477, 571
steel portal frame 1081