| High Strength Steel EB Frames with Low Strength Bolted Links
D. Dubina, A. Stratan and F. Dinu
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| Investigation to the Mega-Sub Controlled Frame with Friction Damped Braced Structure
Lian Yeda, Zhang Xun'an and Wang Zhaoxia
|
| Dynamic Verification Method of a Steel Arch Bridge Composed of I-Section Members by Proposed Ultimate Strain Formulas
Toshitaka Yamao, Sujaritpong Atavit and Makoto Yamamoto
|
| Application of HDR Devices for the Seismic Protection of Steel Concrete Composite Frames: Experimental Results
A. Dall'Asta, G. Leoni, S. Carbonari, L. Dezi, L. Ragni and L. Zito
|
| Analytical and Experimental Study on Cable-Mass Damper System for Vibration Control of Flexible Cantilever Beams
Ryohei Takano, Takuro Katayama and Toshitaka Yamao
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| Simplified Procedure for Estimating the Maximum Earthquake Responses of Radically Arranged Cable Truss
J. H. Song, J. Y. Liew and C. G. Koh
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| Seismic Performance of Steel Frames Protected with Fluid Viscous Devices
Marco Valente
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| Effects of Partial Shear Connection and Partial Strength Joints on the Seismic Performance of a Multi-Story Composite Frame
Marco Valente
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| A Specific Procedure for the Seismic Design of Cold-Formed Steel Housing
L. Fiorino, O. Iuorio and R. Landolfo
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| GBT-Based Analysis of the Local and Global Buckling Behaviour of Thin-Walled Steel Frames Subjected to Arbitrary Loadings
C. Basaglia, D. Camotim and N. Silvestre
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| On the Design of Web-Tapered I-Section Beams
A. Andrade, P. B. Dinis, P. Providência and D. Camotim
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| On the Application of the Direct Strength Method to Cold-Formed Steel Beams Subjected to Non-Uniform Bending
R. Bebiano, P. B. Dinis, N. Silvestre and D. Camotim
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| High Strength Reinforcing Thread Bar Coupling System
Hans Wlodkowski, Johanna Schmidt and S. K. Babu
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| A Design Model for Girders with Large Web Openings
N. C. Hagen and P. K. Larsen
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| Lateral Torsional Buckling Resistance of Web-Tapered I-Beams Under Linear Bending Moments
T. Vandermeulen, J. P. Jaspart and N. Boissonnade
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| Direct Analysis of Steel Structures Allowing for Imperfections and without Assumption of Effective Length
S. L. Chan
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| Design of Steel I-Girders in Bending and Shear Stiffened by One or Two Trapezoidal Longitudinal Stiffeners
G. Thomas, H. Degée, R. Maquoi and N. Boissonnade
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| A Parametric Study on Optimal Shape of Buckling Restrained Knee Bracing Frames
Mehrdad Lotfollahi and Massood Mofid
|
| Nonlinear Analysis of Frames with Non-Uniform Members
J. Petrolito and K. A. Legge
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| Out-of-Roundness Measures for Shell Structures
M. Gillie
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| Behavior of Slender I-Sections Tapered Columns
M. M. El-Sadaawy and M. T. Hanna
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| Application of the Probabilistic SBRA Method in the Steel Frame Design
V. Krivy, P. Marek and K. K. Phoon
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| The Influence of Bearing Stiffeners to Double - Symmetrical I-Section's Torsion Stiffness, an Analytical Approach
S. Tudjono and A. L. Han
|
| Finite Element Model for the Creep Analysis of Composite Steel-Concrete Push Tests
O. Mirza and B. Uy
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| Analytical and Numerical Model for the Time-Dependent Behaviour of Composite Steel-Concrete Members with Longitudinal and Transverse Partial Interaction
Gianluca Ranzi, Zora Vrcelj, Fabrizio Gara and Graziano Leoni
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| Evaluation of Design Provisions for Eccentrically Loaded Channel Tension Members
S. Arul Jayachandran, V. Marimuthu, P. Prabha, S. Seetharaman and S. Sundaramahalingam
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| Secant Matrices for the Second Order Elastic Analysis of Plane Steel Frames
S. Arul Jayachandran and Donald W. White
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| Verification and Transparency of the Reliability Level Resulting from the Specified Criteria for Steel Member Design
Jindrich J. Melcher, Zdenek Kala and Marcela Karmazinova
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| A More Generalized Approach for Analyzing Eccentrically Loaded Connections
Dung M. Lue, Wei T. Hsu and Ching H. Lin
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| Analytical Model for Residual Stresses in Press-Braked Stainless Steel Thin-Walled Sections
W. M. Quach, J. G. Teng and K. F. Chung
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| Performance-Based Assessment of Steel and Concrete Composite Frames
Liugi Di Sarno and Maria Rosaria Pecce
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| Dynamic Buckling of Shallow Pin-Ended Arches Under a Sudden Central Load
Yong-Lin Pi and Mark Andrew Bradford
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| Experimental Study of Mono-Symmetric Over-Hanging I-Beam Steel Sections
Hamdy A. Mohsen, Ashraf M. Fadel, Abdel-Rahim B. Abdel-Rahim and Bassem L. Gindi
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| Uplift Tests on Steel Hollow Section Baseplate Connections on Concrete Footings
Paul Williams, Mark Edwards, Tim Wilkinson and Gianluca Ranzi
|
| Critical Strain in the Flange Local Buckling of Square Hollow Sections in Bending
Tim Wilkinson and Rainer Jouaux
|
| Experimental Investigations of Local-Elastic Buckling of Cold-Formed Thin Walled Beams
P. Paczos, P. Wasilewicz and K. Magnucki
|
| Local Buckling of Cold-Formed Steel Lipped Z Section Beams Under Pure Bending
M. R. Haidarali, D. A. Nethercot and M. Ashraf
|
| A Component Method Model for Semi-Rigid End-Plate Beam-to-Column Joints Including the Axial Versus Bending Moment Interaction
A. A. Del Savio, D. A. Nethercot, P. C. G. S. Vellasco, S. A. L. Andrade and L. F. Martha
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| Buckling and Ultimate Strength Characteristics of Aluminium Stiffened Panels with Different Fixed/Floating Frames
M. R. Khedmati and K. Ghavami
|
| Load-Consistent Effective Width for the Analysis of Composite Steel-Concrete Bridge Decks
S. Carbonari, L. Dezi, F. Gara and G. Leoni
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| Finite Element Analysis on the Buckling Behaviour of High Strength Steel Columns
Gang Shi and F. S. K. Bijlaard
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| Buckling of Curved Thick Plates Using Finite Strip-Elements
J. Petrolito and B. W. Golley
|
| Experimental Behaviors of Concrete-Filled Steel Tubular Stub Columns with Pre-Load after Exposure to High Temperatures
Jing-Si Huo, Guo-Wang Huang and Yan Xiao
|
| The Performance-Based Fire-Resistance Design Method of Steel Structure
Fan Shenggang, Shu Ganping and She Guangjun
|
| Finite Element Analysis on the Buckling Behaviour of High Strength Steel Columns
Gang Shi and F. S. K. Bijlaard
|
| Buckling of Curved Thick Plates Using Finite Strip-Elements
J. Petrolito and B. W. Golley
|
| Experimental Behaviors of Concrete-Filled Steel Tubular Stub Columns with Pre-Load after Exposure to High Temperatures
Jing-Si Huo, Guo-Wang Huang and Yan Xiao
|
| The Performance-Based Fire-Resistance Design Method of Steel Structure
Fan Shenggang, Shu Ganping and She Guangjun
|
| BS7910: 2005 Failure Assessment Diagram (FAD) on Cracked Circular Hollow Section (CHS) Welded Joints
S. T. Lie and Z. M. Yang
|
| Deformation Capacity of Welded Joints Using Very High Strength Steel
M. H. Kolstein, F. S .K. Bijlaard and O. D. Dijkstra
|
| Behaviour of High Strength Steel Web Shear Panels
A. M. Girão Coelho, F. S. K. Bijlaard and M. H. Kolstein
|
| Resistance of Deep Penetration Fillet Weld
Kazuhiro Azuma, Kenshi Ochi, Chikako Tabata and Tsutomu Iwashita
|
| Deformation Controlled Steel Connection for Column Base
T. Hara
|
| Reinforcement of Beam-to-Column Connection of Steel Moment Frame by Fillet
Eiki Yamaguchi and Yoshinori Fujiwara
|
| Tests of T-Joints in RHS and SHS High Strength Stainless Steel Tubes
Ran Feng and Ben Young
|
| Numerical Evaluation of PTED Beam-to-Column Connections for Steel MRFs: PT Strands – ED Angles Versus Traditional Rigid Connections
B. Faggiano, M. Esposto and F. M. Mazzolani
|
| Finite Element Analysis of Tear-Out Failure on Gusset-Plate Welded VHS Tube Connections
T. W. Ling, R. Al-Mahaidi, X. L. Zhao and J. A. Packer
|
| Strength of Self Piercing Riveted Connections
Mahen Mahendran, Shaun Pilcher and Thomas Connely
|
| Finite Element Modelling of Partially Restrained Connection with Cold-Formed High Strength Steel Sections
R. Y. Xiao and S. Taufik
|
| Fatigue Strength of Base Material and Butt Welds made of S690 and S1100
R. J. M. Pijpers, M. H. Kolstein, A. Romeijn and F. S. K. Bijlaard
|
| Numerical Behaviour of Internal Joints with Beams of Different Heights
L. Simões da Silva, S. Jordão and R. Simões
|
| Ultimate States of Thin-Walled Steel Columns Under Bi-Directional Seismic Accelerations
Yoshiaki Goto, Naoya Taki and Makoto Obata
|
| Finite Element Analysis of Vertical Stiffened Steel Corrugated-Wall Silo Under Wind Pressure
Zhang Chong and Shu Ganping
|
| Design of Ring Stiffeners of Slender Wind-Loaded Cylindrical Shells
W. Schneider
|
| Determination of the Effects of the Wind Load on Bare Tube Access Scaffold Structures Using Computational Fluid Dynamics
H. Irtaza, R. G. Beale and M. H. R. Godley
|
| Utilization of Ocean Space and New Challenges
E. Watanabe, T. Utsunomiya and C. M. Wang
|
| Coupled Interaction Problem Between Liquid Sloshing, Multi-Containers and Ship Motion
Luong Van Hai, K. K. Ang and C. M. Wang
|
| Frequency Analyses of Free Spanning Subsea Pipelines with Finite Element Method
Zhi-Gang Xiao and Xiao-Ling Zhao
|
| Inelastic Response of Shear Links with Axial Restraints: Numerical vs. Analytical Results
Gaetano Della Corte, Mario D'Aniello and Federico M. Mazzolani
|
| Actual Behaviour and Load-Carrying Capacity of Steel Expansion Anchors to Concrete
Marcela Karmazínová, Jindrich J. Melcher and Zdenek Kala
|
| Structural Damage Assessment with Limited Sensors
Viet-Anh Tran and Ser-Tong Quek
|
| Numerical Simulation of Corrosion Environment Inside Steel Box-Girders
Makoto Obata, Takashi Hasegawa, Kazutoshi Nagata and Yoshiaki Goto
|
| Fire Resistance of Concrete Filled Square Steel Tube Columns: Subjected to Eccentric Axial Load
Park Su-Hee, Choi Sung-Mo, Ryoo Jae-Yong, Lee Kwang-Ho, Woo Sung-Yeol and Kim Sun-Hee
|
| Fundamental Mechanics of Structures Cooling After Fire Loading
C. Röben and M. Gillie
|
| Structural Behaviour During a Vertically Travelling Fire
C. Röben, M. Gillie and J. Torero
|
| Temperature of External Steelwork Under Natural Fire
F. Wald, M. Pultar, J. Chlouba and A. Uhlíř
|
| Ultimate Bearing Shear Strength of Cold-Formed Steel Members Using Bolted Connections at Elevated Temperatures
James B. P. Lim, Ben Young and Ran Feng
|
| Equivalent Thickness of Perforated Cold-Formed Thin-Walled Structural Channel Sections Under Compression at Ambient Temperature and in Fire
B. Salhab and Y. C. Wang
|
| Experimental Study of Cooling Behaviour of Steel Beam to Concrete Filled Tubular Columns
J. Ding and Y. C. Wang
|
| Experimental Investigation of the Robustness of Fin Plate Connections in Fire
Hongxia Yu, Ian Burgess, Buick Davison and Roger Plank
|
| The Design of Pitched-Roof Steel Portal Frames Against Fire
Y. Song, Z. Huang, I. W. Burgess and R. J. Plank
|
| Numerical Studies of Cellular Beams at Elevated Temperatures
Siamak Bake and C. G. Bailey
|
| Fire Test on Industrial Building
A. Uhlíř, P. Kallerová and F. Wald
|
| Structural Performance of Light Gauge Steel Compression Members at Elevated Temperatures
Mahen Mahendran and Thanuja Ranawaka
|
| A Risk Based Framework for Performance Based Fire Safety Design of Steel and Composite Structures
David Lange, Asif Usmani and Jose Torero
|
| Thermally Restrained Plate Girder Loaded in Shear at High Temperature
K. H. Tan and Z. H. Qian
|
| Behaviour and Mechanical Modeling of Steel Beam-to-Column Joints at Elevated Temperatures
Z. H. Qian, K. H. Tan and I. W. Burgess
|
| Proposed Adaptation Factor for Modulus of Elasticity of Steel Members Subject to Non-Uniform Temperature
M. B. Wong
|
| Effect of Compartment Size on Fire Test of Steel Members
M. B. Wong
|
| Axial Capacity of Concrete – Filled Steel Elliptical Hollow Sections
D. Lam and N. Testo
|
| Experimental Study on Concrete Filled Circular CFRP-Steel Tubular Flexural Members
Wang Qing Li, Gao Guo Rui and Che Yuan
|
| Strength Formula for Pinned Connections Between Concrete-Filled Tubular Columns and WF Beams
Lee Seong-Hui, Choi Sung-Mo, Kim Kang-Su, Park Je-Han, Lee Se-Jung and Jeon Bae-Ho
|
| Experimental Investigations into In-Plane Stiffness and Strength of Steel Frames with Precast Concrete Infill Panels
J. C. D. Hoenderkamp, H. Hofmeyer and H. H. Snijder
|
| Computation of a Hybrid Steel Structure Consisting of Tubular Trusses and Cable Nets
Q. L. Zhang, X. Q. Luo and H. Z. Yang
|
| Stability Analysis of Papilionaceous Steel Cable-Arch Structure
J. W and G. P. Shu
|
| Deployable Structure Systems: Meeting the Needs for Emergency and Safety
K. K. Vu, J. Y. Richard Liew, Krishnapillai Anandasivam and Y. Li
|
| Study on Effect of Roof-Isolation in Lattice Roof Structure
Tang Baijian and Li Yaming
|
| Fatigue Behavior of CFRP Bonded Steel Plates
Y. Yu and S. P. Chiew
|
| Hysteretic Models for Composite Joints with Flush End Plate Connections Based on Experimental Investigation
Shi Wen-long, Li Guo-qiang, Ye Zhi-ming and R. Y. Xiao
|
| Numerical and Experimental Study on Pure Aluminium Shear Panels with Welded Stiffeners
G. De Matteis, G. Brando, A. Formisano, S. Panico and F. M. Mazzolani
|
| Examination of Cross-Section Stability of Stainless Steel Tubular Sections by Finite Element Analysis
G. Kiymaz, E. Coskun and C. Cosgun
|
| Computational Method for Construction Pre-Set Deformation Value of the New Headquarters of China Central Television
Guo Yanlin, Liu Xuewu, Zhang Qinglin and Liu Luyu
|
| Buckling Analysis Method for Multi-Column in Latticed Steel Shell and its Application
Yanlin Guo, Yonghai Wang, Luyu Liu, Bing Lin and Hanming Pan
|
| Use of Fiber Reinforced Polymer Composites in Upgrading Metallic Structures ― A State-of-the-Art Review
S. P. Chiew and Y. Yu
|
| Contribution to the Derivation of Robustness Requirements for Steel and Composite Structures
J.-P. Jaspart and J.-F. Demonceau
|
| Numerical Modelling of Composite Slabs in Fire – Thermal Analyses
K. F. Chung and A. J. Wang
|
| Numerical Modelling of Composite Slabs in Fire – Structural Performance Analyses
K. F. Chung and A. J. Wang
|
| Behaviour of High Performance Steel Sections Subjected to Impact Loads
B. Uy and A. Remennikov
|
| Analysis of Steel-Concrete-Steel Composite Sandwich Panel Subjected to Impulsive Blast Loading
K. W. Kang, S. C. Lee and J. Y. R. Liew
|
| Buckling of Continuous Steel-Concrete T-Beams with Partial Interaction Caused by Shrinkage and Creep of the Slab
Zora Vrcelj, Mark Andrew Bradford and Gianluca Ranzi
|
| Investigation of Fiber-Reinforced Lightweight Aggregate Concrete for Steel-Concrete-Steel Sandwich Structures
X. X. Dai, K. M. A. Sohel, K. S. Chia and J. Y. Richard Liew
|
| Experimental Study on Group Stud Shear Connection
C. S. Shim, J. S. Park, S. M. Jeon and D. W. Kim
|
| The Nonlinear Analysis of Joint of Steel-Concrete Composite Beam to CFST Column
Zhan Wang and Jianrong Pan
|
| Experimental Investigation on Fire Performance of Self-Consolidating Concrete (SCC) Filled Double Skin Tubular Columns
Hui Lu, Xiao-Ling Zhao and Lin-Hai Han
|
| Tests of Elliptical Hollow Sections Filled with SCC (Self-Compacting Concrete)
X. L. Zhao, H. Lu and S. Galteri
|
| Service Stresses and Implications for Fatigue Strength in Dragline Tubular Structures
F. R. Mashiri, X. L. Zhao, D. Pang, P. Dayawansa, H. Jiao and J. Price
|
| Thin RHS-Channel Welded Cross-Beams Under Cyclic Bending
F. R. Mashiri and X. L. Zhao
|
| The Effect of Chord Length and Boundary Conditions on the Static Strength of CHS T- and X-Joints
G. J. van der Vegte and Y. Makino
|
| Experimental Investigation on Stress Concentration Factors of CHS-to-CFCHS T-Joints Subjected to In-Plane Bending
Tong Lewei, Wang Ke, Shi Weizhou, Chen Yiyi, Shen Bin and Liu Chubo
|
| Behavior of Circular Hollow Section Joints with Multiple Brace Members and Internal Stiffeners
Tong Lewei, Sun Jiandong, Zhou Liying, Chen Yiyi and Gu Min
|
| Experimental Studies on Stress Concentration Factors for Partially Overlapped Circular Hollow Section K-Joints
C. K. Lee, S. P. Chiew, S. T. Lie, T. Sopha and T. B. N. Nguyen
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