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

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
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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
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Comparison of new types of K-joints and their SCF with standard solutions
 High strength steel tubular X-jointsâ#x80
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an experimental insight under axial compression
 Contributions of welded web to rotational stiffness and bending moment capacity of â#x80
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I beam-RHS columnâ#x80
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 joints
 Application of the component method to bolted endplate composite beam-to-CFST column joints.