Tubular Structures XVI : Proceedings of the 16th International Symposium for Tubular Structures (ISTS 2017) December 4-6, 2017, Melbourne, Australia

Description

Tubular Structures XVI contains the latest scientific and engineering developments in the field of tubular steel structures, as presented at the 16th International Symposium on Tubular Structures (ISTS16, Melbourne, Australia, 4-6 December 2017). The International Symposium on Tubular Structures (ISTS) has a long-standing reputation for being the principal showcase for manufactured tubing and the prime international forum for presentation and discussion of research, developments and applications in this field. Various key and emerging subjects in the field of hollow structural sections are covered, such as: special applications and case studies, static and fatigue behaviour of connections/joints, concrete-filled and composite tubular members and offshore structures, earthquake and dynamic resistance, specification and standard developments, material properties and section forming, stainless and high-strength steel structures, fire, impact and blast response. Research and development issues presented in this topical book are applicable to buildings, bridges, offshore structures, cranes, trusses and towers. Tubular Structures XVI is thus a pertinent reference source for architects, civil and mechanical engineers, designers, steel fabricators and contractors, manufacturers of hollow sections or related construction products, trade associations involved with tubing, owners or developers of tubular structures, steel specification committees, academics and research students all around the world. Content: Cover Half Title Title Page Copyright Page Table of Contents Preface Publications of previous international symposia on tubular structures Organization Acknowledgements ISTS Kurobane lecture Fatigue of hollow section structuresâ#x80 #x94 Current research and developments Architecture, applications and case studies A walking tour of Melbourne tubular structures The grandstand roof of the Olympic stadium in Berlin Preliminary report for the damaged tubular structures after the 2016 Kumamoto earthquakes Composite tubular structures. Analytical behavior of square CFST short beam-columns under sustained load and chloride corrosionParametric study on the flexural behaviour of circular rubberized concrete-filled steel tubes Capacity of high strength square hollow section steel tube filled with concrete and hardwood timber Eccentric compressive behavior of concrete-filled double skin steel tubes with dodecagonal section Rubberised concrete-filled double-skin circular tubes under axial compression Rubberised concrete-filled double-skin square tubes under axial compression. Effect of using steel corner tubes on the static compressive and cyclic behavior of concrete-filled double-skin fabricated columnsExperimental investigation of concrete-filled lean duplex stainless steel RHS stub columns Thermal in-plane buckling of concrete-filled steel tubular arches Experimental investigation of concrete-filled cold-formed steel elliptical stub columns Structural performance of concrete-filled double skin tubular beams with eccentric inner tubes Connections A three-parameter power model for blind bolted connection with a concrete-filled steel tube. Tests of concrete-filled high strength steel tubular X-joints under compressionBehavior of extended endplate connections between RHS column and H beam using slip-critical blind bolts An experimental and numerical study of flange plate reinforcements on a square hollow section T joint in compression 3D component method for welded tubular T joints RHS X-connections near an open chord end Effect of chord tensile stress on the capacity of RHS K joints with gap in real girders Experimental evaluation of moment-rotation response of an innovative modular beam-to-fabricated column connection. Influence of chord wall interaction on stress concentrations of square bird-beak SHS X-jointsPunching shear behaviour and design of an innovative connection between steel tubular column to flat concrete slab Laser tube cuttingâ#x80 #x94 Comparison of new types of K-joints and their SCF with standard solutions High strength steel tubular X-jointsâ#x80 #x94 an experimental insight under axial compression Contributions of welded web to rotational stiffness and bending moment capacity of â#x80 #x98 I beam-RHS columnâ#x80 #x99 joints Application of the component method to bolted endplate composite beam-to-CFST column joints.