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 |