- ISBN: 9789054108283 | 9054108282
- Cover: Hardcover
- Copyright: 1/1/1996
This volume contains 60 papres dealing with research results in the field of tubular structures. The following areas are covered: applications; static and fatigue behaviour of hollow section joints; beam-to-column connections; concrete-filled stee...
| Preface | |
| Acknowledgements | |
| Design and fabrication of the reticulated tubular dome structure of a sports hall in Budapest | p. 3 |
| CIDECT research and development in the use of hollow steel sections and their impact on Eurocodes and other national and international standards | p. 9 |
| Delta - A tubular structure with a new connection | p. 17 |
| Evaluation of load tests for tubular structures | p. 25 |
| Tubular look-out tower of the form of a hyperboloid of revolution | p. 29 |
| General approach of plastic hinges formed on thin-walled tubes in the design of a bus frame | p. 37 |
| Steel tubular structures: From history to present at the TU of Brno | p. 45 |
| Design of tubular towers for wind power units | p. 53 |
| Design of light steel joists with use of Hollow Structural Sections | p. 59 |
| Behaviour to corrosion of some steel works sited in heavy aggressive environment | p. 67 |
| Tubular trusses of a Hungarian church | p. 71 |
| Water pipeline bridge over the river Ibar in Yugoslavia | p. 77 |
| Structural behaviour of Oktalok space frame | p. 83 |
| Project and execution of a roof space structure of 39 x 39 m | p. 91 |
| Shear capacity of blind bolted connections for RHS steel structural elements | p. 99 |
| Prying action in bolted circular flange joints in tubular structures | p. 107 |
| Regression formulation for the static strength of multiplanar CHS double X-joints subjected to axial loads under different load ratio | p. 115 |
| Effect of angle on the strength of overlapped RHS K- and X-joints | p. 123 |
| Effects of chord can length and overlap on the strength of K-joints in CHS tubular members | p. 131 |
| The behaviour of stiffened and unstiffened RHS joints in half-through (U-frame) footbridges | p. 139 |
| Load-displacement relationship of bolted end-plate joints in tubular section structures | p. 143 |
| Strength of multiplanar tubular KK-joints under anti-symmetrical axial loading | p. 149 |
| Introduction to unstiffened CHS tubular joint database | p. 157 |
| A new ultimate capacity formula for unstiffened CHS joints under compression - Continuous formula between T, TT and X-joints | p. 165 |
| A comparison of the behaviour of RHS bird beak T-joints with normal RHS and CHS systems | p. 173 |
| The static behaviour of multiplanar tubular XX-joints loaded by in-plane bending moments on the in-plane and out-of-plane braces | p. 181 |
| Tests on CHS planar KK-joints under anti-symmetrical loads | p. 189 |
| Analytical and numerical investigations on the static strength of full width rectangular hollow section X-joints under different load cases | p. 197 |
| Influence of chord bending moments on the ultimate load capacity of X-joints in rectangular hollow sections | p. 205 |
| Verification of the deformation limit for T-joints in cold-formed RHS sections | p. 213 |
| Prediction of the non-linear behaviour of beam-to-column connections with rectangular hollow sections | p. 223 |
| Parametric study on the static behaviour of uniplanar I-beam-to-tubular column connections loaded with in-plane bending moments combined with pre-stressed columns | p. 229 |
| Joints behaviour in the middle scale tests of steel frames with RHS columns | p. 237 |
| Classification system for I beam-to-RHS column connections | p. 245 |
| Experimental study on end-plate to SHS column connections reinforced by increasing wall thickness with one side bolts | p. 253 |
| Remaining fatigue life of cracked tubular joints | p. 263 |
| Multiaxial ratchetting for 2014-T6 aluminium alloy tube | p. 271 |
| Kobe Earthquake damage to high-rise Ashiyahama apartment buildings: Brittle tensile failures of box section columns | p. 277 |
| Fatigue crack growth in tubular T-joints under in-plane bending | p. 285 |
| Incremental collapse of KT-joints under variable repeated-loading | p. 293 |
| Prediction of stress concentration factors in K-joints under balanced axial loading | p. 301 |
| Fatigue resistance predictions for RHS K-joints, using two alternative methods | p. 309 |
| Fatigue behaviour of non-90[actual symbol not reproducible] square hollow section X-connections | p. 315 |
| Stress concentration factors for K-connections between square hollow sections | p. 323 |
| Experimental testing of flowdrill connectors with concrete-filled SHS columns | p. 333 |
| Projects in hollow concrete-filled steel tubular structures | p. 341 |
| Fatigue behaviour and ultimate capacity of grouted tubular joints | p. 349 |
| Feasibility of concrete-filled HSS trusses | p. 355 |
| Behaviour of asymmetrically loaded concrete-filled tubular columns | p. 363 |
| Static and dynamic tests on aluminium square hollow section members combined with fiber reinforced plastic and rubber layers | p. 373 |
| A new J[subscript 1c] measurement method for tubular structures | p. 381 |
| Rotation capacity of rectangular hollow section beams | p. 387 |
| Stub column test of high-strength CHS steel column with small diameter-to-thickness ratio | p. 397 |
| Beam column test of high-strength CHS steel column with small diameter-to-thickness ratio | p. 405 |
| Analysis problems of tubular offshore structures | p. 415 |
| Ekofisk 2/4 X wellhead platform - Design for the effect of subsidence | p. 421 |
| New types of pipes of a prestressed structure for main pipelines | p. 427 |
| A finite strain shell model for the analysis of moderately thick-walled tubes and pipe bends | p. 433 |
| The effect of geometrical imperfections on the stress state of pipe structures | p. 441 |
| A FEM based expert system for planning optimal elements of pipelines | p. 447 |
| Residual stress measurement and analysis of welded tubes of oil pipeline | p. 453 |
| Residual stress variation and redistribution of SSAW tube before and after hydrostatic testing | p. 457 |
| Minimum cost design of Vierendeel square hollow section trusses | p. 463 |
| Optimum design and imperfection-sensitivity of centrally compressed SHS and CHS aluminium struts | p. 469 |
| Optimization of tubular columns prestressed by tension ties | p. 475 |
| A knowledge based system to support joint fabrication decision making at the design stage Case studies for CHS trusses | p. 483 |
| Author index | p. 490 |
| Table of Contents provided by Blackwell. All Rights Reserved. |
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