Tubular Structures XIV
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 commi...
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| Main Author | |
|---|---|
| Format | eBook |
| Language | English |
| Published |
Milton
CRC Press
2012
Taylor & Francis Group |
| Edition | 1 |
| Subjects | |
| Online Access | Get full text |
Cover
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Table of Contents:
- Assessment of brittle fracture for cast steel connections in braced frames -- Plastic collapse loads Pc and CTODs of a cracked Circular Hollow Section (CHS) T-joint -- Root cracking in tubular joints with enhanced partial joint penetration welds -- Fatigue behaviour of CFRP-strengthened thin-walled RHS-to-SHS cross-beam connections -- Further experimental study on assessment of safety of beam-column connections with weld defects from brittle fracture -- Stress concentration factors for fatigue design of CHS-SHS T-joints -- Stainless steel -- Investigation of the behavior of gusset plate welded slotted stainless steel tubular members under axial tension -- Numerical modelling of prestressed stayed stainless steel columns -- Experimental studies on recycled aggregate concrete filled stainless steel tube stub columns -- Predictive models for strength enhancements in cold-formed structural sections -- Behaviour of cold-formed lean duplex stainless steel sections -- 2D finite-element modelling of stainless steel cold-formed RHS subjected to elevated temperatures -- Web crippling of ferritic stainless steel tubular members strengthened with high modulus CFRP plate -- Ultimate capacity of stainless steel RHS subjected to combined compression and bending -- Eccentric compression tests on high strength duplex stainless steel columns -- Lean duplex stainless steel hollow stub columns of Square, L-, T-, and +-shaped cross sections under pure axial compression - a finite element study -- Architecture, applications and case studies -- E-conditioned Chimneys in Madrid -- Towards a new balance between architecture and building technology -- Application of concrete filled steel tubular arch bridges in China -- Blue Tree in a Red Landscape: Structure of a sculpture -- Helicoidal footbridge over the Manzanares River -- Aluminium
- Investigation of concrete-filled aluminum circular hollow section columns -- Compression tests of aluminium alloy cross-sections -- Bending tests of aluminium alloy cross-sections -- Dynamic three-point bending tests on aluminium foam filled steel tubes -- Theoretical analysis of foam-filled aluminum tubes subjected to bending and denting -- Earthquake and dynamic response -- Seismic response and damage limit of concrete filled steel tube frame -- Experimental evaluation of CHS KK-joints under out-of-plane bending for seismic applications -- A smart multi-spring assembling model for simulation of hysteretic behavior of unstiffened CHS X-Joint -- Parametric finite element analysis of the cyclic flexural behavior of hollow structural sections -- Vibration analysis of tubular footbridges induced by human walking -- Fire -- Shape effect on structural fire behaviour of axially loaded Concrete Filled Tubular (CFT) stub columns -- An experimental study of the fire behaviour of slender concrete filled circular hollow section columns -- Nonlinear finite element modelling of flexible I-beam to square hollow section column connections subjected to earthquake and subsequent fire -- Performance of CHS T-joints in a standard fire test -- Structural behavior of CHS T-joints subjected to brace in-plane bending at elevated temperatures -- FE modelling of bolted steel end-plate moment connections subjected to a standard fire -- Experimental behaviour of reverse channel connection component under bolt tension at elevated temperatures -- Behaviour of steel beams connected to CFT column in fire during cooling stage -- Fire resistance for square tubular joints with and without chord reinforcement -- Behaviour of the reverse channel joint component at elevated temperature -- Trusses and arches
- Response of beam-to-tubular column angle connections subjected to combined flexure and axial loading -- Capacity of CFRHS X-joints made of double-grade S420 steel -- Experimental investigation of the static capacity of grade C450 RHS T and X truss joints -- FEA of T & -- X joints in Grade C450 steel -- Measurements vs. estimation of nominal and local strain in a tubular K-joint of a stinger -- Lessons learned from testing of tubular steel joints after 30 year in service -- Structural performance of TS590 high-strength steel welded tubular joints under extreme bending loading -- Numerical investigation of welding residual stresses in planar bridge trusses made of CHS steel profiles -- Analysis of the load transfer in composite columns with concrete filled hollow sections - bolts as load transfer devices -- Proposed corrections for EN 1993-1-8, Part "Hollow Section Joints" -- Nonlinear formulation for tubular X-joints in frame analysis -- Numerical and analytical investigation of geometrical imperfections on adhesive bonded cast steel - steel joints -- Axially loaded Elliptical Hollow Section X joints, Part I: Experiments and numerical calibration -- Axially loaded Elliptical Hollow Section X joints, Part II: Results and analysis -- Elliptical hollow sections -- Numerical modeling and design of cold-formed steel oval hollow section compression members -- Interaction relations for members of hot rolled elliptical hollow sections -- Finite Element modelling of beam to concrete filled elliptical steel column connections -- Elastic buckling of elliptical hollow sections under linearly varying in-plane stress distributions -- Elliptical hollow section beam-columns -- Buckling and classification of high-strength steel CHS tubular members under axial compression and bending -- Fatigue and fracture
- Buckling analysis of steel trusses with thin-walled RHS members using Generalised Beam Theory (GBT) -- Analytical modelling of mode jumping in the buckling of prestressed stayed columns -- Nonlinear creep analysis and buckling of shallow Concrete-Filled Steel Tubular arches -- Design and construction of a space truss for a heavy maintenance hangar in Barcelona Airport -- Design and construction of long-span post-tensioned tubular steel structures -- Structural behaviour -- Effect of cross sectional configurations on the bending strength of Hollow Flange Beams -- First order elastoplastic GBT analysis of tubular beams -- GBT buckling analysis of thin-walled steel tubular members with regular polygonal cross-sections -- Advanced analysis and design of structures composed of concrete-filled hollow sections -- Strength and stability of High-Strength Steel tubular beam-columns -- Materials and section forming -- Direct forming versus continuous forming, for cold-formed square hollow sections -- Avoidance of brittle fracture of cold-formed hollow sections by appropriate choice of steel material -- Experimental study on strength and ductility of steel tubular stub columns filled with Geopolymeric Recycled Concrete -- Rotation capacity and ductility of square hollow sections: A comparison between cold-formed and hot-finished sections -- Comparative study on cold-formed, hot-formed and hot-finished structural hollow sections -- Back Cover
- Front Cover -- Tubular Structures XIV -- Copyright -- Table of contents -- Preface -- Publications of previous international symposia on tubular structures -- Organisation -- Acknowledgements -- ISTS Kurobane lecture -- Hybrid hollow structural sections -- CIDECT 50th anniversary session papers -- Tubular steel structures in architecture -- Design and erection of the London Eye and the Wembley National Stadium arch -- Composite construction -- Local buckling in Concrete-Filled circular Tubes (CFT) -- Concrete filled circular hollow sections under cyclic axial loading -- An experimental study of high-strength CFST columns subjected to axial load and non-constant bending moments -- Static behavior of T-shaped concrete-filled steel tubular columns subjected to eccentric compressive loads -- Time effects on the static response of concrete filled steel tubular arch bridges -- Experimental study on concrete-filled cold-formed steel tubular stub columns -- Concrete filled double skin circular tubular members subjected to pure bending and centric compressive loading -- Design of concrete filled tubular CHS T-joints under in-plane bending -- Research on the shear transfer mechanism of CFT panel zone -- Concrete filled double skin asymmetric tube sections subjected to pure bending -- Connections -- Influence of the angle in the strength of RHS K-joints in galvanized lattice girders -- Over strength criteria of slotted connections with high yield strength steels -- Finite element modelling of beam-to-column flush end plate connections utilising blind bolts -- Shear behaviour of open beam-to-tubular column angle connections -- Residual stress investigation of welded high strength steel box T-joints -- Branch plate-to-CHS T-connections: Finite element study and design recommendations