Tubular Structures XV
eBook - ePub

Tubular Structures XV

Proceedings of the 15th International Symposium on Tubular Structures, Rio de Janeiro, Brazil, 27-29 May 2015

  1. 688 pages
  2. English
  3. ePUB (mobile friendly)
  4. Available on iOS & Android
eBook - ePub

Tubular Structures XV

Proceedings of the 15th International Symposium on Tubular Structures, Rio de Janeiro, Brazil, 27-29 May 2015

About this book

Tubular Structures XV contains the latest scientific and engineering developments in the field of tubular structures, as presented at the 15th International Symposium on Tubular Structures (ISTS15, Rio de Janeiro, Brazil, 27-29 May 2015). The International Symposium on Tubular Structures (ISTS) has a long-standing reputation for being the principal

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Yes, you can access Tubular Structures XV by Eduardo de Miranda Batista, Pedro Vellasco, Luciano Rodrigues Ornelas de Lima, Eduardo de Miranda Batista,Pedro Vellasco,Luciano Rodrigues Ornelas de Lima in PDF and/or ePUB format, as well as other popular books in Technology & Engineering & Civil Engineering. We have over one million books available in our catalogue for you to explore.

Table of contents

  1. Cover Page
  2. Halftitle Page
  3. Title Page
  4. Copyright Page
  5. Table of contents
  6. Preface
  7. Publications of previous international symposia on tubular structures
  8. Organization
  9. Acknowledgements
  10. ISTS Kurobane Lecture
  11. Tubular joints – NUS research and applications
  12. Architecture, applications and case studies
  13. Tensegrity chandeliers for a shopping street in the Hague NL
  14. New velodrome in Medellín (Colombia)
  15. Reconstruction of a school building in Wolfsburg, Germany
  16. Structural design of the roof structure for the SwissTech convention center in Lausanne
  17. MyZeil Frankfurt - Design and execution of the architectural building envelope
  18. Where tubular structures fail - examples from one engineer's experience
  19. PREON box - The speedy tool for industrial hall constructions
  20. Composite tubular structures
  21. Study on the cracking behavior of Concrete Filled Steel Tube (CFST) for tall bridge piers subjected to horizontal cyclic loading
  22. Circular double-tube concrete-filled tubular columns with ultra-high strength concrete
  23. Experimental study of beam to concrete filled elliptical steel column connections
  24. Effect of bolt gauge distance on the behaviour of anchored blind bolted connection to concrete filled tubular structures
  25. Beam to concrete-filled rectangular hollow section column joints using long bolts
  26. Influence of outer diameter in confinement effect of CFT sections under bending
  27. Casting of composite concrete-filled steel tube beams with self-consolidating concrete
  28. Analytical behaviour of concrete-encased CFST column to steel beam joints
  29. Composite columns made of concrete filled circular hollow sections in fire case and with restrained thermal elongation - numerical and experimental analysis
  30. Buckling resistance of concrete-filled steel circular tube columns composed of high-strength materials
  31. Time-dependent response of three-hinged CFST arches
  32. Earthquake resistance
  33. Elliptical-hollow-section braces under cyclic axial loading
  34. Seismic response and damage distribution of concrete filled steel tube frame
  35. Seismic design of partially concrete-filled steel tubular columns with enhanced ductility
  36. Fire resistance
  37. Optimal economic design of unprotected circular concrete-filled steel tubular columns at ambient temperature and under fire condition
  38. Structural analysis of tubular truss in fire
  39. Effects of truss behavior on critical temperatures of welded steel tubular truss members exposed to fire
  40. Fire performance of innovative slender concrete filled steel tubular columns
  41. Impact, blast and robustness
  42. Experimental and theoretical development for pipe-in-pipe composite specimens under impact
  43. Field blast testing and FE modelling of RHS members
  44. Behaviour of reverse channel tension zone subjected to impact loads
  45. Offshore structures
  46. Tubular based support structures for offshore wind turbines
  47. Stinger design for Pioneering Spirit - the world's largest pipelay vessel
  48. Comparative assessment of the design of tubular elements according to offshore design standards and Eurocode 3
  49. Stainless and high strength steel structures
  50. Low cycle fatigue of high-strength steel tubes with longitudinal attachments
  51. Local and local-overall buckling behaviour of welded stainless steel box section columns
  52. Experimental investigation of cold-formed high strength steel tubular sections undergoing web crippling
  53. Behaviour of eccentrically loaded ferritic stainless steel stub columns
  54. CFRP strengthened cold-formed stainless steel tubular sections subjected to concentrated loading under ITF loading condition
  55. Tests on ferritic stainless steel simply supported and continuous SHS and RHS beams
  56. Behaviour of bridging mega-truss tubular structures fabricated from S690 steel plates: Part I - Structural aspects
  57. Behaviour of bridging mega-truss tubular structures fabricated from S690 steel plates: Part II - Material aspects
  58. Compressive behavior of innovative hollow long fabricated columns utilizing high strength and ultra-high strength tubes
  59. Innovative corrugated hollow columns utilizing ultra high strength steel tubes
  60. New experimental determination of fatigue strength of tubular truss joints in steel grades up to S690
  61. Connections
  62. Stress concentration factors of square bird-beak SHS T-joints under brace axial loading
  63. Experimental evaluation of the directional strength increase for fillet welds to rectangular hollow sections
  64. Investigation of weld effective length rules for RHS overlapped K-connections
  65. Experimental investigation of built-in replaceable links in external diaphragm connection between steel I-beam and CHS column
  66. Structural behaviour of T RHS joints subjected to chord axial force
  67. Influence of tensile chord stresses on the strength of CHS X-joints - Experimental and numerical investigations
  68. Tension testing of welds for X-joints with CHS branches to SHS chord
  69. Influence of the vent hole shape on the strength of RHS K-joints in galvanized lattice girders. A numerical study
  70. Design of hollow section joints using the component method
  71. Numerical study of through plate-to-CHS connections
  72. A new design equation for side wall buckling of RHS truss X -joints
  73. Performance of non-diaphragm joint of H-beam to RHS column with partially thickened wall
  74. Analysis of the possible failure modes in CSH bolted sleeve connections
  75. RHS beam-to-column connection: Experimental analysis of innovative bolted typology
  76. Finite element simulations of 450 grade cold formed K and N joints
  77. Axially loaded K joints made of thin-walled rectangular hollow sections
  78. T joints with chords made of triangular hollow sections
  79. Reduction of fillet weld sizes
  80. Welding simulation of tubular K-joints in steel S690QH
  81. Experimental investigation of the static capacity of grade C450 RHS K and N truss joints
  82. Through-bolts to control ovalization of CHS T-joints under brace member compressive loads
  83. Experimental study on static behavior of multi-planar overlapped CHS KK-joints
  84. Tubular joints with welder-optimized CJP-equivalent welds under high-cycle fatigue loading
  85. Assessment and representation of ductile fracture failure for welded tubular joints
  86. Application of the Weibull stress approach to the prediction of brittle fracture originating from defects at the ends of groove-welded joints
  87. Recent research developments in China on fatigue behaviour of welded joints of concrete-filled tubular trusses
  88. Fatigue behaviour and detailing of slotted tubular connection
  89. Performance of tube-based moment connections under cyclic loads
  90. Effect of the secondary bending moment on K-joint capacity
  91. Structural behaviour of cross-sections and members
  92. Assessment of Eurocode 9 slenderness limits for elements in compression
  93. Design strength of LDSS flat oval stub column under pure axial compression
  94. A new design method for hollow steel sections: the Overall Interaction Concept
  95. Experimental characterization of the rotational capacity of hollow structural shapes
  96. Effects of cyclic loading on occurrence of brittle fracture in notched specimens
  97. The effect of steel strip on the quality of cold-formed hollow sections
  98. Considerations in the design and fabrication of tubular steel transmission structures
  99. The continuous strength method for circular hollow sections
  100. Use of Ramberg-Osgood material laws in the finite element modeling of cold-formed tubes
  101. Strength and ductility evaluation of steel tubular columns under cyclic multiaxial loading
  102. Experimental study and associated analysis of inner-stiffened cold-formed SHS steel columns
  103. On the first order and buckling behaviour of thin-walled regular polygonal tubes
  104. CFRP strengthened square hollow section subject to pure torsion
  105. Author index