Table of Contents
Kurobane Lecture
| Tubular Structures in Architecture | 1 – 20 |
Plenary Lectures
| IIW Subcommision XV-E: 55 Years | 21 – 37 |
| On Welded and Grouted Connections in Offshore Tubular Steel Structures | 38 – 45 |
| Design and Execution of the Exhibition Hall 3 in Frankfurt Main Germany | 46 – 53 |
| Design and Construction of Large Span Tubular Structures |
Shortlisted "Young Researcher Award" Papers
| Concrete-Filled Double-Skin Steel Tubes: Confinement-Based Research and Application | 54 – 62 |
| Effect of Chord Length and Boundary Conditions on Welds in CHS X-Joints | 63 – 70 |
| Extending the Frontiers of Failure Assessment Protocol for Welded Tubular Joints | 71 – 78 |
| Numerical Study of Full-Width, RHS-to-RHS, X-Connections Under Transverse Compression | 79 – 86 |
| 87 – 94 | |
| Testing, Numerical Analysis and Design of High Strength Steel RHS X-Joints | 95 – 102 |
Additive Manufacturing, Casting, Welding and Cutting
| Generating Node Structures by Additive Manufacturing with Metal Arc Welding – Concept, Geometry, Material Properties | 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 | 111 – 118 |
| Material Properties of Structrual Casting Steel in Connections | 119 – 126 |
| Numerical Study on the Influence of Welding on S690Q High Strenght Steel Butt Joints | 127 – 134 |
| Testing of Wire and ARC Additively Manufactured Tubular Sections | 135 – 142 |
Applications
| Analysis of the Effect of Ambient Temperature on the Behavior of a Boxed Arch Rib | 143 – 149 |
| Application of Pre-Stressing Techniques to Large Span Girders Consisting of Steel Tubes | 150 – 155 |
| High Strength Steels For Arctic Conditions | 156 – 163 |
| Non-Linear Analysis Approach for Topsides Platform Skidded Loadout | 164 – 171 |
| Optimization of a Transfer Carriage Along Crane Girders | 172 – 180 |
| Submarine HDPE Pipeline with Large length and Diameter | 181 – 182 |
| Trunnion Design of Topsides Platform to Serve Dual-Purpose of Lifting Aid And Support for Flare Top Chord | 183 – 190 |
Composite Members and Joints
Fatigue and Fracture
Fire Resistance
High-Strength Steel Joints
| Axially Loaded Joints of CHS in HSS | 366 – 373 |
| Chord Stress Effect in High-Strenght Steel Tubular X-Joints | 374 – 381 |
| Numerical Investigation on Hollow Section N-Joints made of High Strength Steels | 382 – 389 |
| Properties and Design of Welded Joints of High-strength Steels | 390 – 397 |
| Welded joints of Rectangular Hollow Section Made of High Strenght Steel(HSS) | 398 – 405 |
Seismic and Dynamic Resistance
| Enhancement of Steel Tube Brace Behavior Under Cyclic Loads | 406 – 413 |
| Numerical Study on the Lateral Impact Response of PCFST Columns Under Axial Pressure | 414 – 421 |
| Relaxing Current Ductility Requirements in Tube-Based Seismic Moment Frames | 422 – 429 |
| Response of Seismically Isolated Cylindrical Latticed Shell with HDR Under Spatially Varying Earthquake Ground Motions | 430 – 437 |
| Vibration Analysis for Gas Turbine Generator Foundations | 438 – 445 |

