Advances in Steel Structures - part 2 doc

LOCAL ORGANISING
COMMITTEE
Chairman:
Vice-Chairman:
Members:
C.M. Chan
W.T. Chan
T.H.T. Chan
K.F. Chung
J.C.L. Ho
W.M.G. Ho
C.M.
Koon
M.K.Y. Kwok
S.S. Lam
J.C.W. Lau
Y.W. Mak
A.D.E. Pan
A.K. Soh
K.Y. Wong
Y.L. Wong
Y.L. Xu
L.H. Yam
S. L.
Chan
The Hong Kong Polytechnic University
J.G. Teng
The Hong Kong Polytechnic University
The Hong Kong University of Science and Technology
Buildings Department, HKSAR Government
The Hong Kong Polytechnic University

The Hong Kong Polytechnic University
Scott Wilson (Hong Kong) Ltd.
Ove Amp and Partners (HK) Ltd.
Buildings Department, HKSAR Government
Ore Amp and Partners (HK) Ltd.
The Hong Kong Polytechnic University
James Lau & Associates Ltd.
Housing Department, HKSAR Government
The University of Hong Kong
The University of Hong Kong
Highways Department, HKSAR Government
The Hong Kong Polytechnic University
The Hong Kong Polytechnic University
The Hong Kong Polytechnic University
CONTENTS
VOLUME I
Preface
International Scientific Committee vii
Local Advisory Committee
Local Organising Committee
Keynote Papers
Unbraced Composite Frames: Application of the Wind Moment Method
D.A. Nethercot and J.S. Hensman
A Cumulative Damage Model for the Analysis of Steel Frames under Seismic Actions
Z Y. Shen
13
Recent Research and Design Developments in Cold-Formed Open Section and Tubular
Members
G.J. Hancock
25

Behaviour of Highly Redundant Multi-Storey Buildings under Compartment Fires
J.M. Rotter
39
Design Formulas for Stability Analysis of Reticulated Shells
S.Z. Shen
51
Ductility Issues in Thin-Walled Steel Structures
T. Usami, Y. Zheng and H.B. Ge
63
High-Performance Steel Structures: Recent Research
L.W. Lu, R. Sause and J.M. Ricles
75
A Unified Principle of Multiples for Lateral Deflection, Buckling and Vibration of
Multi-Storey, Multi-Bay, Sway Frames
W.P. Howson and F.W. Williams
87
Beams and Columns
Three-Dimensional Hysteretic Modeling of Thin-Walled Circular Steel Columns
L. Jiang and Y. Goto
101
xi
xii
Contents
Local Buckling of Thin-Walled Polygonal Columns Subjected to Axial Compression or
Bending
J.G. Teng, S.T. Smith and L. Y. Ngok
Ultimate Load Capacity of Columns Strengthened under Preload
H. Unterweger
Chaotic Belt Phenomena in Nonlinear Elastic Beam
Z. Nianmei, Y. Guitong and X. Bingye

Frames and Trusses
109
117
125
Investigation of Rotational Characteristics of Column Bases of Steel Portal Frames
T.C.H. Liu and L.J. Morris
135
Ultimate Strength of Semi-Rigid Frames under Non-Proportional Loads
B.H.M. Chan, L.X. Fang and S.L. Chan
Second-Order Plastic Analysis of Steel Frames
P. P T. Chui and S L. Chan
Study on the Behaviour of a New Light-Weight Steel Roof Truss
P. Ma'keldinen and O. Kaitila
145
151
159
A Proposal of Generalized Plastic Hinge Model for the Collapse Behavior of Steel
Frames Governed by Local Buckling
S. Motoyui and T. Ohtsuka
Advanced Inelastic Analysis of Spatial Structures
J.Y.R. Liew, H. Chen and L.K. Tang
Stability Analysis of Multistory Framework under Uniformly Distributed Load
C. Haojun and W. Jiqing
Space Structures
Studies on the Methods of Stability Function and Finite Element for Second-Order
Analysis of Framed Structures
S.L. Chan and J.X. Gu
167
175
183

193
Dynamic Stability of Single Layer Reticulated Dome under Step Load
C. Wang and S. Shen
Experimental Study on Full-Sized Models of Arched Corrugated Metal Roof
L. Xiliang, Z. Yong and Z. Fuhai
Quasi-Tensegric Systems and Its Applications
L. Yuxin and L. Zhitao
201
209
217
Connections
The Design of Pins in Steel Structures
R.Q. Bridge
229
Contents
xiii
Finite Element Modelling of Eight-Bolt Rectangular Hollow Section Bolted Moment
End Plate Connections
A.T. Wheeler, M.J. Clarke and G.J. Hancock
Finite Element Modelling of Double Bolted Connections Between Cold-Formed Steel
Strips under Static Shear Loading
K.F. Chung and K.H. Ip
Analytical Model for Eight-Bolt Rectangular Hollow Section Bolted Moment End Plate
Connections
A.T. Wheeler, M.J. Clarke and G.J. Hancock
Predictions of Rotation Capacity of RHS Beams Using Finite Element Analysis
T. Wilkinson and G.J. Hancock
237
245
253

261
Failure Modes of Bolted Cold-Formed Steel Connections under Static Shear Loading
K.H. Ip and K.F. Chung
Design Moment Resistance of End Plate Connections
Y. Shi and J. Jing
Threaded Bar Compression Stiffening for Moment Connections
T.F. Nip and J.O. Surtees
Experimental Study of Steel I-Beam to CFT Column Connections
S.P. Chiew and C.W. Dai
269
277
283
291
Behaviour of T-End Plate Connections to RHS Part I: Experimental Investigation
M. Saidani, M.R. Omair and J.N. Karadelis
The Behaviour of T-End Plate Connections to SHS. Part II: A Numerical Model
J.N. Karadelis, M. Saidani and M. Omair
Cyclic Behaviour of Beam-To-Column Welded Connections
E. Mele, L. Calado and A. De Luca
Advanced Methods for Modelling Hysteretic Behaviour of Semi-Rigid Joints
Y.Q. Ni, J.Y. Wang and J.M. Ko
305
313
323
331
Cold-Formed Steel
Behaviour and Design of Cold-Formed Channel Columns
B. Young and K.J.R. Rasmussen
Section Moment Capacity of Cold-Formed Unlipped Channels
B. Young and G.J. Hancock

Web Crippling Tests of High Strength Cold-Formed Channels
B. Young and G.J. Hancock
Local and Distortional Buckling of Perforated Steel Wall Studs
J. Kesti and J.M. Davies
341
349
357
367
xiv
Contents
An Experimental Investigation into Cold-Formed Channel Sections in Bending
V. Enjily, M.H.R. Godley and R.G. Beale
375
Composite Construction
Flexural Strength for Negative Bending and Vertical Shear Strength of Composite Steel
Slag-Concrete Beams
Q L. Wang, Q L. Kang and P Z. Cao
385
Concrete-Filled Steel Tubes as Coupling Beams for RC Shear Walls
J.G. Teng, J.F. Chen and Y.C. Lee
391
Experimental Study of High Strength Concrete Filled Circular Steel Columns
Y.C. Wang
401
Strength and Ductility of Hollow Circular Steel Columns Filled with Fibre Reinforced
Concrete
G. Campione, N. Scibilia and G. Zingone
413
Axial Compressive Strength of Steel and Composite Columns Fabricated with High
Strength Steel Plate

B. Uy
421
Concrete Filled Cold-Formed C450 RHS Columns Subjected to Cyclic Axial Loading
X.L. Zhao, R.H. Grzebieta, P. Wong and C. Lee
429
Research on the Hysteretic Behavior of High Strength Concrete Filled Steel Tubular
Members under Compression and Bending
Z. Wang and Y. Zhen
437
Design of Composite Columns of Arbitrary Cross-Section Subject to Biaxial Bending
S.F. Chen, J.G. Teng and S.L. Chan
443
Effects of Loading Conditions on Behaviour of Semi-Rigid Beam-to-Column
Composite Connections
Y.L. Wong, J.Y. Wang and S.L. Chan
451
Steel-Concrete Composite Construction with Precast Concrete Hollow Core Floor
D. Lam, K.S. Elliott and D.A. Nethercot
459
Testing and Numerical Modelling of Bi-Steel Plate Subject to Push-Out Loading
S.K. Clubley and R.Y. Xiao
467
Rectangular Two-Way RC Slabs Bonded with a Steel Plate
J.W. Zhang, J.G. Teng and Y.L. Wong
477
Bridges
Structural Performance Measurements and Design Parameter Validation for Tsing Ma
Suspension Bridge
C.K. Lau, W.P. Mak, K.Y. Wong, W.Y. Chan, K.L. Man and K.F. Wong
487

Contents
Wind Characteristics and Response of Tsing Ma Bridge During Typhoon Victor
L.D. Zhu, Y.L. Xu, K.Y. Wong and K. W.Y. Chan
Structural Performance Measurement and Design Parameter Validation for Kap Shui
Mun Cable-Stayed Bridge
C.K. Lau, W.P. Mak, K.Y. Wong, K.L. Man, W.Y. Chan and K.F. Wong
Free and Forced Vibration of Large-Diameter Sagged Cables Taking into Account
Bending Stiffness
Y.Q. Ni, J.M. Ko and G. Zheng
Stability Analysis of Curved Cable-Stayed Bridges
Y C. Wang, H S. Shu and J. Ermopoulos
Expert System of Flexible Parametric Study on Cable-Stayed Bridges with Machine
Learning
B. Zhou and M. Hoshino
Parameter Studies of Moving Force Identification in Laboratory
T.H.T. Chan, L. Yu, S.S. Law and T.H. Yung
Seismic Analysis of Isolated Steel Highway Bridge
X S. Li and Y. Goto
Shear Analysis for Asphalt Concrete Deck Pavement of Steel Bridges
X. Zha and Q. Xiao
VOLUME II
Preface
International Scientific Committee
Local Advisory Committee
Local Organising Committee
XV
497
505
513
521

529
537
545
553
vii
ix
Plates
Strength and Ductility of Plates in Shear
T. Usami, H.B. Ge and M. Amano
Post-Buckling of Unilaterally Constrained Mild Steel Plates
S.T. Smith, M.A. Bradford and D.J. Oehlers
Postbuckling Analysis of Plate with General Initial Imperfection by Finite Strip Method
T.H. Lui and S.S.E. Lam
Post-Buckling Analysis of Web Plates of Girders by Three Dimensional Degenerated
Shell Element Method
H. Qinghua, Y. Yue and L. Xiliang
563
571
579
587
xvi Contents
Shells
Buckling Interaction Strength of Cylindrical Steel Shells under Axial Compression and
Torsion
H. Schmidt and T. A. Winterstetter
597
Shell Buckling Design of Austenitic Stainless Steel Cylinders under Elevated
Temperatures up to 500~
H. Schmidt and K.T. Hautala
605

Cylindrical Shells Buckling under External Pressure Influence of Localized Thickness
Variation
J.F. Jullien, A. Limam and G. Gusic
613
Stability and Strength of Conical Shells Subject to Axial Load and External Pressure
N. Panzeri and C. Poggi
621
The Nonlinear Stability of Semi-Thin Spherical Shell Joints under Uniformly
Symmetric Circular Line Loads
Y.F. Luo, K.S. Huang and Q.Z. Li
The Influence of Circumferential Weld-Induced Imperfections on the Buckling of Silos
and Tanks
M. Pircher and R. Bridge
631
639
Experimental Techniques for Steel Silo Transition Junctions
J.G. Teng and Y. Zhao
647
Buckling Strength of T-Section Ringbeams in Steel Silos
J.G. Teng and F. Chan
655
Abnormal Behaviour of a Steel Silo Caused by Paddy Rice Storage
M.P. Luong
663
Bifurcation Buckling of Aboveground Oil Storage Tanks under Internal Pressure
S. Yoshida
671
Buckling of Cylindrical Shells Subjected to Edge Vertical Deformation
M. Jonaidi and P. Ansourian
679

On the Nonlinear Analysis of Shells with Eigenmode-Affine Imperfections
J.G. Teng and C.Y. Song
687
Postbuckling Analysis of Shells of Revolution Considering Mode Switching and
Interaction
T. Hong and J.G. Teng
697
Transition of Plastic Buckling Modes in Cylindrical Shells
Y. Goto, C. Zhang and N. Kawanishi
705
Are the Static Postbuckling Predictions Conservative?
A. Combescure
713
Contents
xvii
Plastic Stability of Cylindrical Shells Taking Account of Loading History
V.S. Hudramovych
721
Design and Construction
Prestressing and Loading Tests on Full-Scale Roof Truss of Shanghai Pudong
International Airport Terminal
Z. Xiangzhong, C. Yiyi, S. Zuyan, C. Yangji, W. Dasui and Z. Jian
Air Mail Centre at Chek Lap Kok
P.H. Lam
731
739
Composite Design and Construction of a Tall Building Cheung Kong Center
D. Scott, G.W.M. Ho and H. Nuttall
747
The Tallest Building in Mexico City: Torre Mayor, Mexico City, Mexico

A. Rahimian and E.M. Romero
755
The Use of Triangular Added Damping and Stiffness (TADAS) Devices in the Design
of the Core Pacific City Shopping Centre
K.L. Chang, S.J.W. Rees, C. Carroll and K. Clandening
Site Measurement of Vibration Characteristics of Shanghai Jin Mao Tower
W. Shi, X. Lu and J. Shen
775
783
Design of Steel Scaffolding by Nonlinear Integrated Design and Analysis (NIDA) and
the Stability Function
A. Y.T. Chu and S.L. Chan
791
Experimental Assessment for Aluminium Alloy Sections in Glass Curtain Walls of
Shanghai Jinmao Building
L. Tong, Y. Luo, Z. Shen and Y. Wang
Dynamics and Seismic Design
Transverse Dynamic Characteristic and Seismic Responses of Large-Scale Tall-Pier
Aqueduct
Y. Li
799
809
Dynamic Characteristic and Seismic Response of Semirigid Jointed Frames
W.S. Zhang and Y.L. Xu
Nonlinear Seismic Analysis of Flexibly Connected Steel Buildings
P. P T. Chui and S L. Chan
815
823
The Response Analysis of the Transversely Stiffening Single Curvature Cable-
Suspended Roof to the Fluctuating Wind

X. Zhao, X. Liu and Y. Dou
831
Transient Analysis of Stiffened Panel Structure by a Finite Strip-Mode Superposition
Method
J. Chen
839
xviii
Contents
Dynamic Performance of Steel Lightweight Floors
M.M. Alikhail, X.L. Zhao and L. Koss
Coupled Truss Walls with Damped Link Elements
A. Rahimian
849
857
Galloping of Cables with Moving Rivulet
L.Y. Wang and Y.L. Xu
Free Vibration Analysis of Thin-Walled Members with Shell Type Cross Sections
M. Ohga, T. Shigematsu and T. Hara
A Simple Formulation for Free Vibration of Frame-Shear Wall Tall Building
Q. Wang and L. Wang
Flexure-Torsion Coupled Vibrations for Tall Building Structures Considering the
Effects of Vertical Loads
S.H. Bao and S.C. Yi
873
881
889
897
The Computational Time Efficient Finite Element Method for Large Amplitude
Vibrations of Composite Plates
Y Y. Lee and C F. Ng

Determination of Model Order for Thin Steel Plate Systems Using Vibration Test Data
Y.Y. Li and L.H. Yam
905
913
Prestressing
Study on Tendon Profile on the Analysis and Design of Prestressed Steel Beams
G.N. Ronghe and L.M. Gupta
Long Term Analysis of Externally Prestressed Composite Beams
A.D. Asta, L. Dezi and G. Leoni
Flexible Connection Influence on Ultimate Capacity of Externally Prestressed
Composite Beams
A.D. Asta, L. Dezi and G. Leoni
A Fracture Criterion for Prestressing Steel Cracked Wires
J. Toribio and M. Toledano
921
931
939
947
Failure Analysis of Prestressing Steel Wires
J. Toribio and A. Valiente
955
Fatigue and Fracture
Experimental Study on Static and Fatigue Behavior of Steel-Concrete Preflex
Prestressed Composite Beams
K. Zhang, S. Li and K. Liu
Object-Oriented Fatigue Reliability Analysis for the Offshore Steel Jacket
C. Wang, Y. Shi and S. Li
965
975
Contents

xix
Fatigue Strength of Thin-Walled Tube-To-Plate T-Joints under In-Plane Bending
F.R. Mashiri, X.L. Zhao and P. Grundy
Failure Assessment of Beam-to-Column Steel Joints via Low-Cycle Fatigue Approaches
C. Bernuzzi and R. Zandonini
983
991
A Method to Estimate P-S-N Curve for Misaligned Welded Joints
G. Deqing
Reliability Analysis of Draw Bar of Large-Scale Lock Mitre Gate
Z.G. Xu, C.Y. Bian and R.L. Wang
999
1005
Computation of Stress Intensity Factor for Surface Crack in Welded Joint
G. Deqing and Y. Yong
Numerical Approach to the Ductile Fracture of Steel Members
M. Obata, A. Mizutani and Y. Goto
1013
1021
Fire Performance
The First Code on Fire Safety of Steel Structures in China
G.Q. Li, S.C. Jiang and J.L. He
Fire Resistance of Concrete Filled Steel Tubes in China
L H. Han
1031
1039
Elevated Temperature Testing of Composite Columns
N.L. Patterson, X L. Zhao, M.B. Wong, J. Ghojel and P. Grundy
1047
Full Scale Fire Test on the New UK Slim Floor System

C.G. Bailey, T. Lennon and D.B. Moore
Mechanical Properties of an Austenitic Stainless Steel at Elevated Temperatures
J. Outinen and P. Mdkeldinen
1055
1063
Optimization
Optical Design of Steel Frames with Non-Uniform Members
A. Mu'ller, F. Werner and P. Osterrieder
1073
Optimal Sizing/Shape Design of Steel Portal Frames Using Genetic Algorithms
P. Liu, C M. Chan and Z M. Wang
1081
Study on Optimization of Particular and Multi-Variable Structures by Wavelet Analysis
L. Liu, Y. Zhai and H. Lin
1089
Optimal Analysis of Large Span Double-Layer Barrel Vaults
L. Shan and H. Yan
1099