| Innovative Hot Rolled H-Shapes to Achieve Modularized Design and Optimized Design Yoshimitsu Charlie Murahashi |
| The Influence of Different Manufacturing Processes on the Properties of Cold-Formed, Hot-Formed and Hot-Finished Rectangular Steel Structural Hollow Sections S. P. Chiew and M. S. Zhao |
| Wear in Large Diameter Grouted Connections for Offshore Wind Energy Converters Paul Dallyn, Ashraf El-Hamalawi, Alessandro Palmeri, Robert Knight and Andrew Morris |
| On the Capacity of Grouted Connections in Monopile Offshore Wind Turbine Structures Inge Lotsberg, Andrzej Serednicki, Håkon Bertnes and Andreas Lervik |
| Component-based Model of Bolted-Angle Connections Subjected to Catenary Action Bo Yang and Kang Hai Tan |
| A Phenomenological Fracture Representation for Tubular K-Joints Yang Zhang, Xudong Qian and Yoo Sang Choo |
| Finite Element Analysis of Connections in Composite Construction M. A. Reza, N. E. Shanmugam, W. H. Wan Badaruzzaman and Rajesh P. Dhakal |
| Finite Element Analysis of Embedded Connections for Circular Concrete- Filled Tube (CFT) Columns Jiho Moon, Dawn E. Lehman and Charles W. Roeder |
| Ultimate Strength of Partially Connected Composite Plate Girders with Web Openings M. Y. Md Yatim, N. E. Shanmugam and W. H. Wan Badaruzzaman |
| Bolted Joint with Direct Contact for Composite Bridge Alain Lachal and Samy Guezouli |
| Composite Action of Steel Frames and Precast Concrete Infill Panels with Corner Connections – Part 1: Experiments J. C. D. Hoenderkamp, H. H. Snijder and H. Hofmeyer |
| Composite Action of Steel Frames and Precast Concrete Infill Panels with Corner Connections – Part 2: Finite Element Analysis J. C. D. Hoenderkamp , H. H. Snijder and H. Hofmeyer |
| Research on Mechanical Properties of Steel Reinforced Concrete Column-Steel Beam Joints Jianchao Si, Bin Xu, Xiyuan Feng and Hui Wu |
| Experimental Studies on Double-steel Encased Transfer Beam and SRC Column Connections Tao Liu, Yuyu Li, Yan Xiao and Dayan Cao |
| Structural Performance and FEM Analysis of CES Beam-Column Joints Tomoya Matsui and Hiroshi Kuramoto |
| Bearing Failure of Beam–column Connections between Steel Beams and Reinforced Concrete Columns Ryoichi Kanno, Nobutaka Shimizu and Tomoki Kobashi |
| Strength of CFT Connections with T-shaped Interior Diaphragms Nobutaka Shimizu, Ryoichi Kanno and Tomoki Kobashi |