Table of Contents

Kurobane Lecture

Tubular Structures in Architecture
Mick Eekhout

1 – 20

Plenary Lectures

	IIW Subcommision XV-E: 55 Years Jaap Wardenier	21 – 37
	On Welded and Grouted Connections in Offshore Tubular Steel Structures Inge Lotsberg	38 – 45
	Design and Execution of the Exhibition Hall 3 in Frankfurt Main Germany Richard Stroetmann
	Design and Construction of Large Span Tubular Structures J Y Richard Liew

Shortlisted "Young Researcher Award" Papers

	Concrete-Filled Double-Skin Steel Tubes: Confinement-Based Research and Application Wei Li	54 – 62
	Effect of Chord Length and Boundary Conditions on Welds in CHS X-Joints Kyle Tousignant	63 – 70
	Extending the Frontiers of Failure Assessment Protocol for Welded Tubular Joints Tianyao Liu	71 – 78
	Numerical Study of Full-Width, RHS-to-RHS, X-Connections Under Transverse Compression Jens Kuhn	79 – 86
	Structural Performance of High Strength Concrete-Filled Square Steel Tube Columns Under Combined Compression and Bending Han Fang	87 – 94
	Testing, Numerical Analysis and Design of High Strength Steel RHS X-Joints Xiaoyi Lan	95 – 102

Additive Manufacturing, Casting, Welding and Cutting

	Generating Node Structures by Additive Manufacturing with Metal Arc Welding – Concept, Geometry, Material Properties Jörg Müglitz, Carsten Teichgräber and Falk Häschel	103 – 110
	Laser Tube Cutting - Throat and Stress Distribution in CHS-to-CHS Joints Welded by Partial Joint Penetration (PJP) According to EN9692, AS/NZS1554 and AWS-d1.1 Augusto Mastropasqua, Luca Sportelli, Sergio Raso and Claudio Duarte	111 – 118
	Material Properties of Structrual Casting Steel in Connections Xianzhong Zhao, Shuang Qiu, Molei Liu and Aihui Wu	119 – 126
	Numerical Study on the Influence of Welding on S690Q High Strenght Steel Butt Joints Cheng Chen, Sing-ping Chiew, Ming-shan Zhao, Chi-king Lee and Tat-ching Fung	127 – 134
	Testing of Wire and ARC Additively Manufactured Tubular Sections Leroy Gardner, Pinelopi Kyvelou and Craig Buchanan	135 – 142

Applications

	Analysis of the Effect of Ambient Temperature on the Behavior of a Boxed Arch Rib Borong Wang, Jing Gao, Cheng Luo and Jinfeng Li	143 – 149
	Application of Pre-Stressing Techniques to Large Span Girders Consisting of Steel Tubes Pan Peng, Wang Haishen and Renjunyu	150 – 155
	High Strength Steels For Arctic Conditions Stefan Herion and Daniel Strötgen	156 – 163
	Non-Linear Analysis Approach for Topsides Platform Skidded Loadout Hendra Kusuma, Luhmade Kusumadewi and Nagesh Khedekar	164 – 171
	Optimization of a Transfer Carriage Along Crane Girders V. Škorić, J.-F. Demonceau, J.-P. Jaspart, K. Weynand and O. Pensis	172 – 180
	Submarine HDPE Pipeline with Large length and Diameter Yongli Qiao, Linhu Xue	181 – 182
	Trunnion Design of Topsides Platform to Serve Dual-Purpose of Lifting Aid And Support for Flare Top Chord Choo Fu Hsien and Milind Salunke	183 – 190

Composite Members and Joints

	CHS T-Joints Strenghened with External Stiffeners under Brace Axial Tension Yunan Ding, Lei Zhu, Yu Bai and Hailin Sun	191 – 198
	Development and Technical Innovation of Concrete-Filled Steel Tubular Arch Bridges Xing Wei, Lin Xiao and Yadong Li	199 – 206
	Experimental and numerical study on concreteencased concrete-filled steel tube (CECFST) short columns under axial load with bending moment You-Xin Ma, Ou Zhao and Kang Hai Tan	207 – 214
	Experimental Investigation on Stress Concentration of CFRP-Strengthened CHS gap K-Joints Lewei Tong, Guowen Xu and Xiao-ling Zhao	215 – 222
	Experimental study of square and rectangular concrete filled stainless steel tube stub columns under partial compression An He, Yating Liang and Ou Zhao	223 – 230
	Investigations on the Global Stability of High Strength Concrete Sandwiched Square Double Steel Tubular Columns Mashudha Sulthana U. and Arul Jayachandran	231 – 238
	Nonlinear Responses of K-Braced Structures With Reinforcement of Critical Joints Through Internal Grouting Wei Zhang and Yoo Sang Choo	239 – 246
	Normal and High Strength Concrete-Filled Steel Box Columns Under Axial Compression Duc-Duy Pham, Phu-Cuong Nguyen, Hoang-An Le, Minh-Hoang Le, My Ngoc-TRA Lam and Phong Thanh Nguyen	247 – 254

Fatigue and Fracture

	Brittle Fracture Prediction with the Weibull Stress Approach for Notched Specimens under Cyclic Loading Tsutomu Iwashita and Koji Azuma	255 – 262
	Experimental Investigation on Welded S700 High Strength Steel Tubular X-Joints Under Low-cycle Fatigue Loading Konstantinos Chatziioannou, Spyros A. Karamanos and Yuner Huang	263 – 267
	Failure Assessment for Pipes with Coplanar Cracks Under Internal Pressure and Axial Tension Teik Tian Seah and Xudong Qian	268 – 275
	Fatigue Design of Circular Hollow Section K-Joints with Gap Jennifer Hrabowski and Stefan Herion	276 – 283
	Fatigue Strength of Welded Tublar T-Joints Made of Ferritic Stainless Steel in As-Welded and Post-weld Treated Condition Matti Koskimäki, Niko Tuominen, Antti Ahola and Timo Björk	284 – 291
	Feaslibility of Wrapped FRP Circular Hollow Section Joints Pei He and Marko Pavlovic	292 – 299
	Hot Spot Stress and Fatigue Performance of Bird-Beak SHS X-joint Under Brace in-plane Bending Bin Cheng, Fenghua Huang, Chen Li and Xiaoling Zhao	300 – 307
	Reliable Approach for Transportation Fatigue Assessment of Fixed Platform Topsides using Fully Integrated Model based on Spectral Fatigue Analysis Milind M Salunke, Hwang Oeju and Hendra Kusuma	308 – 315

Fire Resistance

	Beavior of Square Stainless Steel Columns AFTER Elevated Temperature Xiaoyong Zhang, Yu Chen and Xiaosheng Shen	316 – 321
	Behavior of Partially Damaged Concrete-Filled Double Skin Tubular Stub Columns Under Fire Amin Heidarpour and Xiao-ling Zhao	322 – 329
	Experimental Study on Tubular Steel T-Joints Under Fire Conditions Jolanta Baczkiewicz, Mikko Malaska, Sami Pajunen, Mika Alanen and Markku Heinisuo	330 – 335
	Fire Performance of CFRP Strengthened and Insulated Square Hollow Section Columns Mohamed Imran and Mahen Mahendran	336 – 343
	Non-Linear Assessment of Offshore Structures Exposed to Fire Alexander Elpianto Kajuputra, Milind Salunke and Fuhsien Choo	344 – 350
	Resistance of Welded Tubular T- and X-joints Made of High Strength Steel at Elevated Temperatures Emre Ozyurt and Yong C. Wang	351 – 358
	Transient Stress-Strain Curves of Ultra-High Strength Steel Tubes at High Temperatures Incorporating Thermal Creep Effects Mohammad amin Farmani, Zijing lei, Amin Heidarpour and Xiao-ling Zhao	359 – 365

High-Strength Steel Joints

	Axially Loaded Joints of CHS in HSS Oliver Fleischer and Stefan Herion	366 – 373
	Chord Stress Effect in High-Strenght Steel Tubular X-Joints Seon-hu Kim, Cheol-ho Lee and Dong-jin Shin	374 – 381
	Numerical Investigation on Hollow Section N-Joints made of High Strength Steels Philipp Ladendorf and Thomas Ummenhofer	382 – 389
	Properties and Design of Welded Joints of High-strength Steels Richard M. Stroetmann and Thoralf Kästner	390 – 397
	Welded joints of Rectangular Hollow Section Made of High Strenght Steel(HSS) Haohui Xin, Prishilla Kisoensingh and Milan Veljkovic	398 – 405

Seismic and Dynamic Resistance

	Enhancement of Steel Tube Brace Behavior Under Cyclic Loads Malcolm Ammons and Jason Mccormick	406 – 413
	Numerical Study on the Lateral Impact Response of PCFST Columns Under Axial Pressure A.Z. Zhu, J.W. Li, W. XU, F. Gao, X.H. Long and Y. Miao	414 – 421
	Relaxing Current Ductility Requirements in Tube-Based Seismic Moment Frames Christian A. Flores Carreras and Jason P. McCormick	422 – 429
	Response of Seismically Isolated Cylindrical Latticed Shell with HDR Under Spatially Varying Earthquake Ground Motions Mingyue Shan, Shaodong Shen and Peng Pan	430 – 437
	Vibration Analysis for Gas Turbine Generator Foundations Suhaini Nesa Ahmat and Salunke Milind	438 – 445

Tubular Members

	Compression Design of Hollow Cold-Formed High Strength Steel Sections Anup Kc and Fatemeh Javidan	446 – 455
	Design of Perforated Cold-Formed Steel Tubular Stub Columns – DSM Approach Tekcham Gishan Singh and Konjengbam Darunkumar Singh	456 – 463
	Eccentric Compressive Strength of High Strength Steel Octagonal Tube Stub Columns Han Fang, Tak-ming Chan and Ben Young	464 – 471
	Effect of Geometric Parameters on Torsional Behaviour of Lean Duplex Stainless Steel Semi-Elliptical Hollow Section Members Sanasam Vipej Devi and Konjengbam Darunkumar Singh	472 – 479
	FEM-Based Design of Hollow Sections Against Local, Global and Interactive Buckling – Model Verification and Calibration Against Physical Tests Andrea Toffolon, Igor Niko and Andreas Taras	480 – 487
	Imperfection Evaluation Methods of Large Scale Spiral-Welded Tubes Based on Experimental Tests and Progressive Reverse Engineering Procedures Andreas Müller Till Töpperwien and Andreas Taras	488 – 495
	Improved Structural Design Rules for Circular Hollow Sections Xin Meng and Leroy Gardner	496 – 503
	Lateral Torsional Buckling Behaviour of Rectangular Hollow Sections (RHS) with Circular Web Openings Isaak Badyari, Harrison Black, Tim Wilkinson and Faham Tahmasebinia	504 – 511
	Local Buckling Behaviour of Rectangular Hollow Section under Combined Bending and Shear Yaoyue Tang, Yong King Yau, Tim Wilkinson and Faham Tahmasebinia	512 – 519
	Mechanical Properties of Galvanized and Heat-Treated RHS Min Sun and Zhengyuan Ma	520 – 527
	Performance of Concrete-Encased Concrete-Filled Steel Tube (CECFST) Short Columns Under Biaxial Eccentric Compression-An Experimental Study You-Xin Ma, Kang Hai Tan, Ou Zhao	528 – 534
	Proposal of Generalized Slenderness-Based Resistance Curves for the Local and Interactive Buckling of Rectangular Hollow Sections Andrea Toffolon and Andreas Taras	535 – 542

Tubular Joints

	CEN Technical Specification for Design of Hollow Section Joints According to the Component Method Jaspart Jean-Pierre, Weynand Klaus and Demonceau Jean-François	543 – 549
	Design of Fillet Welds in CHS Joints for the Brace Capacity Kyle Tousignant and Jeffrey A. Packer	550 – 557
	Experimental Investigation OF SHS T Joints Reinforced with Sidewall Plates Nathann Gomes, Luciano Lima, Pedro Vellasco, Luis Costa-neves, André Tenchini and Monique Rodrigues	558 – 565
	Experimental Study of Laterally Offset RHS X-Connections Fei Wei and Jeffrey A. Packer	566 – 573
	Finite Element Analysis of the Cyclic Behavior of Circular Tubular Braces Kenji Matsushita, Daiki Iwata and Kenshi Ochi	574 – 581
	Identification of GTN Damage Parameters as a Surrogate Model For S355 Rui Yan, Haohui Xin and Milan Veljkovic	582 – 589
	Influence of Fillet Welds on Structural Behavior of RHS T joints Maria Bronzova, Marsel Garifullin and Kristo Mela	590 – 597
	Numerical Study of Chord end Distance Effect on RHS X-Connections Xiao-ding Bu and Jeffrey A. Packer	598 – 605
	Reinforcing Corroded CHS Joints with Hybrid FRP-UHPC Cover Hongfei Chang, Wenkang Zuo, Zhen Guo and Lvyuan Zhou	606 – 610
	Static Behavior of CHS-to-RHS K/KK-Joints with Welded Section Chord Shuang Qiu, Xianzhong Zhao, Shanshan Han and Yiyi Chen	611 – 618
	Stiffness Assessment of Bolted Beam-to-Tubular Column Joints Through Modal Data Miguel A. Serrano-Lopez, Marta García-Diéguez, Jose L. Zapico-valle, Carlos Lopez-colina and Miguel Lozano	619 – 626
	Tests of Cold-Formed Stainless Steel CHS-to-SHS Hybrid Tubular Joints Ran Feng and Yuexin Liu	627 – 634
	Tests on Beam to CFT-RHS Column Connections Applying Slip-Critical Blind Bolts Weifeng Jiao, Yiyi Chen and Wei Wang	635 – 642
	Towards Establishing a Design Resistance for Hollow Section Joints Martin Kožich, Petr Jehlička, František Wald, Xiao-Ding Bu, Jeffrey A. Packer and Jaromír Kabeláč	643 – 650
	Static And Seismic Behaviour Of Stainless Steel Wuf-B Joints Yidu Bu, Yuanqing Wang, Xueliang Qiao and Tianxiong Zhang	651 – 658

Author Index

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