| Preface |
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xi | |
| Publications of previous symposia on tubular structures |
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xiii | |
| Organisation |
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xv | |
| Acknowledgements |
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xvii | |
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High strength steels and cast steel nodes for tubular structures-investigations, applications and research results |
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3 | (18) |
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Plenary session A: Applications & case studies |
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Design and research of welded thin-wall box components for the National Stadium |
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21 | (16) |
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Aquatic Center Maria Lenk - Tubular structure roof - Design, construction |
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37 | (6) |
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Structures and erection methods of concrete filled steel tubular arch bridges |
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43 | (8) |
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Design of steel towers for Skylink Tramway |
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51 | (10) |
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Analysis and design of hollow steel section folded plate---the hall of Petroleum Science and Technology Museum |
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61 | (6) |
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Welded tubular structure for the Zadar dome |
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67 | (8) |
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Parallel session 1: Composite construction |
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The interaction of steel tube and concrete core in concrete-filled steel tube columns |
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75 | (10) |
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Design calculations on concrete-filled thin-walled steel tubes subjected to axially local compression |
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85 | (8) |
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Examination of yield stress limitation for concrete filled steel tube (CFT) column using SM570TMC steel |
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93 | (10) |
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Behaviour of slender high strength concrete filled tubular columns |
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103 | (8) |
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Stability of concrete filled CFRP-steel tube under axial compression |
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111 | (8) |
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Parallel session 2: Fatigue & fracture |
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Fatigue modeling for partially overlapped CHS K-joints with surface crack |
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119 | (8) |
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Simplified micromechanics model to assess constraint effect on brittle fracture at weld defects |
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127 | (8) |
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Advanced numerical modelling of fatigue size effects in welded CHS K-joints |
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135 | (10) |
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Further experimental study into applicability of FAD approach to beam-column connections with weld defects |
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145 | (8) |
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Approaches for fatigue design of tubular structures |
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153 | (10) |
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Tests of welded cross-beams under fatigue loading |
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163 | (10) |
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Parallel session 3: Static strength of joints |
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Parametric finite element study of branch plate-to-circular hollow section X-connections |
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173 | (10) |
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Load-carrying capacity study on T- and K-shaped inner-stiffened CHS-RHS joints |
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183 | (10) |
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Experimental study on overlapped CHS KK-joints with hidden seam unwelded |
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193 | (8) |
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Behaviour of semi-rigid steelwork connections of I-section beams to tubular columns |
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201 | (8) |
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Shear capacity of hollow flange channel beams in simple connections |
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209 | (10) |
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Parallel session 4: Seismic |
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Comparative study of stainless steel and carbon steel tubular members subjected to cyclic loading |
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219 | (8) |
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Seismic response of circular hollow section braces with slotted end connections |
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227 | (8) |
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Seismic performance of encased CFT column base connections |
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235 | (8) |
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Tubular steel water tank tower dynamic analysis |
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243 | (6) |
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Elasto-plastic behavior of circular column-to-H-shaped-beam connections employing 1000 N/mm2-class super-high-strength steel |
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249 | (12) |
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Plenary session B: Specification & code development |
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New IIW (2008) static design recommendations for hollow section joints |
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261 | (10) |
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Evaluation of the new IIW CHS strength formulae for thick-walled joints |
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271 | (10) |
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Comparison of the new IIW (2008) CHS joint strength formulae with those of the previous IIW (1989) and the new API (2007) |
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281 | (12) |
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Extending existing design rules in EN1993-1-8 (2005) for gapped RHS K-joints for maximum chord slenderness (b0/t0) of 35 to 50 and gap size g to as low as 4t0 |
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293 | (12) |
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Plenary session C: Design rules & evaluation |
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Recent development and applications of tubular structures in China |
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305 | (8) |
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Evaluation of new CHS strength formulae to design strengths |
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313 | (10) |
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Structural design rules for elliptical hollow sections |
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323 | (8) |
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Application of new Eurocode 3 formulae for beam-columns to Class 3 hollow section members |
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331 | (10) |
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Re-evaluation of fatigue curves for flush ground girth welds |
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341 | (10) |
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Parallel session 5: Fatigue & fracture |
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Experimental determination of stress intensity factors on large-scale tubular trusses |
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351 | (8) |
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Stress intensity factors of surface cracks in welded T-joints between CHS brace and concrete-filled CHS chord |
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359 | (8) |
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Failure assessment of cracked Circular Hollow Section (CHS) welded joints using BS7910: 2005 |
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367 | (8) |
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Effect of chord length ratio of tubular joints on stress concentration at welded region |
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375 | (6) |
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Welded KK-joints of circular hollow sections in highway bridges |
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381 | (8) |
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Experimental comparison in hot spot stress between CFCHS and CHS K-joints with gap |
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389 | (10) |
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Parallel session 6: Composite construction |
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Behaviour and design of hollow and concrete filled stainless steel square sections subjected to combined actions |
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399 | (8) |
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Test and analysis on double-skin concrete filled tubular columns |
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407 | (6) |
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Flexural limit load capacity test and analysis for steel and concrete composite beams with tubular up-flanges |
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413 | (8) |
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Parametric analysis of blind-bolted connections in a moment-resisting composite frame |
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421 | (10) |
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Steel-concrete composite full strength joints with concrete filled tubes: design and test results |
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431 | (10) |
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Development of an effective shearhead system to eliminate punching shear failure between flat slabs and tubular columns |
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441 | (10) |
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Special session: CIDECT President's Student Awards Research Award Competition |
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Cast steel connectors for seismic-resistant tubular bracing applications |
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451 | (10) |
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High strength concrete-filled tubular steel columns in fire |
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461 | (8) |
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Experimental study on SCFs of welded CHS-to-concrete filled CHS T-joints under axial loading and in-plane bending |
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469 | (10) |
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479 | (8) |
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Design of a single large-span roof structure for Rotterdam Zoo `Blijdorp' |
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487 | (4) |
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Design and development of a public leisure center made up of tropical garden and an indoor swimming pool in the City of Valencia [ Spain] |
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491 | (8) |
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Parallel session 7: Welding & cast steel |
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Selection of butt welding methods for joints between tubular steel and steel castings under fatigue loading |
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499 | (8) |
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Welding recommendations for modern tubular steels |
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507 | (8) |
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Non-linear finite element simulation of non-local softening for high strength steel material |
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515 | (6) |
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Experimental research and design for regular and irregular cast steel joints in tubular structures |
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521 | (8) |
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Non-linear analysis of ultimate loading capacity of cast tubular Y-joints under axial loading |
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529 | (6) |
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Parallel session 8: Static strength of members/frames |
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Structural performance of stainless steel oval hollow sections |
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535 | (10) |
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Study on columns with rounded triangular section in Henan TV tower |
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545 | (8) |
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Numerical modeling and design approach of aluminum alloy tubular columns |
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553 | (10) |
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Experimental research on beams with tubular chords and corrugated steel webs |
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563 | (8) |
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Simulation of CFRP strengthened butt-welded Very High Strength (VHS) circular steel tubes in tension |
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571 | (8) |
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Parallel session 9: Static strength of joints |
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Reanalysis of the moment capacity of CHS joints |
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579 | (10) |
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Experimental research and parameter analysis on rigidity of unstiffened tubular X-joints |
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589 | (8) |
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Numerical investigations on the static behaviour of CHS X-joints made of high strength steels |
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597 | (10) |
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Local joint flexibility of tubular circular hollow section joints with complete overlap of braces |
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607 | (8) |
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Experimental research on large-scale flange joints of steel transmission poles |
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615 | (10) |
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Parallel session 10: Fire |
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Fire resistance design of externally protected concrete filled tubular columns |
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625 | (10) |
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Interaction diagrams for concrete-filled tubular sections under fire |
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635 | (6) |
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Experimental study of the behaviour of joints between steel beams and concrete filled tubular (CFT) columns in fire |
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641 | (10) |
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A numerical investigation into the temperature distribution of steel hollow dual tubes |
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651 | (8) |
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Thermoelastic behaviour of elastically restrained tubular steel arches |
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659 | (10) |
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| Author index |
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669 | |
Lisainfo e-raamatute kohta