Advances in Structures : Proceedings of the International Conference ASSCCA 2003, Sydney, Australia, 22 - 25 June 2003

, by Hancock; Gregory J.

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ISBN: 9789058095886 | 9058095886
Cover: Hardcover
Copyright: 1/1/2003

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Summary

Containing papers presented at the Advances in Structures, Steel, Concrete, Composite and Aluminium (ASSCCA 03) Conference held in Sydney, Australia, in June 2003, this volume covers areas such as Aluminium, Analaysis, Composite, Concrete Filled T..

Preface	p. XVII
Acknowledgements	p. XIX

Keynote lectures
Strength and stiffness of CFT semi-embedded type column base	p. 3
Eurocode 4 for buildings	p. 15
Seismic design of trussed girder systems	p. 29
Composite steel-concrete systems with slim floor beams: structural performance and design considerations	p. 35
Influence of initial imperfections on the behaviour of lipped channel columns at high temperatures	p. 45
Analysis and design of cable supported roof structures	p. 57
Steel
Experimental and numerical evaluation of the deformation capacity of bolted end plate connections modelled by welded T-stubs	p. 69
Nonlinear response of bolted end-plate steel connections	p. 77
Experimental study on the mechanical and clamping properties of F13T grade high strength bolts	p. 83
Block shear failure of bolted steel single angles in tension	p. 89
European technical approvals for prefabricated tension rod systems	p. 95
Behaviour of beam-to-column minor axis connections--a comprehensive investigation	p. 101
Behavior and design of multi-row extended end-plate moment connections	p. 113
Moment-rotation relationships of thin endplate connections in steel beams	p. 119
Fatigue life prediction based on acoustic emissions	p. 125
Load levels for high-cycle fatigue response in welded thin cold-formed square hollow section (SHS) T-joints under in-plane bending	p. 131
Fatigue crack initiation and propagation in thin-walled CHS-to-SHS T-joints	p. 137
Lateral-torsional stability of prismatic and tapered steel beams: assessing the influence of pre-buckling deflections	p. 143
Elastic stability of partially restrained short steel I-section members in flexure	p. 151
Tests of very high strength (VHS) circular steel tubes in bending	p. 157
Coupled local-lateral buckling of I-beams, a finite element model	p. 163
A closed-form solution for the distortional buckling of I-beams	p. 169
Impact resistance of structural hollow sections	p. 175
A 490 yield-stress steel for liquified-gas vessels	p. 181
Prediction of fracture initiation in structural steel using tensile testing	p. 189
Adaptability of the building design codes to the design with high strength steel	p. 195
Wind-induced load capacity analysis of long-span steel arch bridges under construction	p. 201
Spatial stability experiment on a semicircular steel arch	p. 207
Optimal shape design of non-uniform stiffened steel beams with buckling and frequency constraints	p. 213
Consideration of initial imperfections for members subjected to axial compression and bending	p. 221
Industrial steel racks: tests, design and codes	p. 229
Developments in the pallet program	p. 237
Analysis and behaviour of steel storage rack columns	p. 245
Stability testing of sub-assemblages of high rise steel storage racks	p. 251
Design of washerless bolted connections in thin sheet steels	p. 257
Finite element analysis of structural knee-joints for cold-formed portal frame	p. 263
Knee Joints in portal frames constructed from thick cold-form channel members	p. 269
Structural behaviour of self-piercing riveted connections in G300 and G550 thin sheet steels	p. 275
Deformation characteristics of lapped connections between cold-formed steel purlins of Z sections	p. 281
Design of cold-formed steel channel columns with complex stiffeners using direct strength method	p. 289
Tests of cold-formed steel plain angle columns	p. 295
Compression tests of cold-reduced high strength steel channel columns failing in the distortional mode	p. 303
GBT post-buckling analysis of cold-formed steel members	p. 309
Interactive buckling of thin-walled cold-formed members	p. 317
Finite element predictions of residual stresses in cold-formed sections	p. 325
Advances in direct strength design of thin-walled members	p. 333
New design provisions for sections containing unstiffened elements with stress gradient	p. 341
End-one-flange loading with an overhang: web crippling capacity	p. 347
Design of cold-formed steel bearing stiffeners	p. 351
Recent research in steel structures at The University of Sydney	p. 357
Moment-rotation behaviour of a re-entrant decking of high strength steel: experiment and nonlinear finite element analysis	p. 363
Design method of light-gauge composite floor beams	p. 371
Numerical modeling of thin-walled cold-formed steel C-sections in bending	p. 379
Analysis and testing of cold-formed steel beams	p. 387
Design of profiled sandwich panels subject to local buckling effects	p. 397
Aluminium
Buckling behaviour of thin-walled aluminium and stainless steel columns using Generalised Beam Theory	p. 405
A new buckling curve formulation for aluminium alloy elements	p. 413
Buckling experiments and FE simulations on complex aluminium extrusions	p. 421
Determination of strength characteristics of aluminum honeycomb material subjected to out-of-plane compression using finite element analysis	p. 427
A new classification criterion for aluminium cross-sections	p. 433
Aluminium bridges, actual designs and prospects	p. 443
Fatigue behavior of crossing MIG and friction stir welds in aluminium 6082 T6	p. 449
NDE and quality control of structural adhesive joints	p. 453
Calibration study for the Eurocode ENV 1999 for aluminium design	p. 461
Experimental analysis of aluminium T-stubs: tests under cyclic loading	p. 467
Analysis
Torsional modeling of thin-walled beams with open and closed cross-sections	p. 477
Elastoplastic large deflection analysis of curved steel I-beams	p. 485
Coupled bending-torsion natural frequencies of non-symmetrical steel joists with taper	p. 491
Lateral-torsional buckling analysis of a doubly symmetric thin-walled beam under axial force and bending moment	p. 497
Stability behavior of closed cross-section thin-walled prismatic members in the framework of Generalized Beam Theory	p. 503
The overall load-bearing capacity of Tube-and-Couple Scaffolds	p. 511
Advanced, second-order and modified first-order analyses for design of 2-bay portals	p. 517
Buckling load of unbraced rigid-frame with slender columns	p. 521
The influence of column base connections on the stability of slender frame structures	p. 527
Large deflection analysis of structures with continuous and discrete restraints	p. 535
Case studies of the structural response of a number of framed-tube high-rise buildings	p. 541
Reliability implications of advanced analysis in design of steel frames	p. 547
Non-linear behaviour of steel-concrete composite frames with partial shear connection	p. 555
Office floor vibration control using a TMD	p. 563
Logarithmic decrement of damping in reinforced and partially prestressed concrete beams--new prediction formulas	p. 569
Structural design of Sydney's tallest residential building	p. 575
Exact solutions for vibration of stepped circular Mindlin plates	p. 581
Post local buckling of simply supported skew and trapezoidal plates	p. 587
Static and vibration analysis of stiffened plates by the finite element method	p. 593
Fire
Fire design of multi-storey steel-framed buildings considering realistic natural fires	p. 601
Scenario-based design of structures exposed to accidental fires	p. 607
A new calculation method for lateral torsional buckling of steel beams with non-uniform temperature distributions in fire	p. 613
Performance of unprotected steel and composite steel frames exposed to fire	p. 619
Multi-storey steel-framed buildings with composite slab flooring: finite element modelling of fire behaviour	p. 629
Numerical modelling of the behaviour of bare-steel and composite flexible end-plate connections at elevated temperature	p. 635
Performance of normal and high-strength reinforced concrete walls in fire	p. 643
Behaviour and design of cold-formed thin-walled steel stud wall panels exposed to fire on one side	p. 651
Strain development in steel columns under elevated temperatures	p. 659
Rankine approach for critical temperature predictions of axially-and-flexurally restrained steel columns	p. 665
Shells
Imperfection sensitivity of medium-length silos under wind load	p. 673
Locally supported shells with longitudinal stiffeners above the supports	p. 677
Influence of boundary conditions on the instability of circular cylindrical shells	p. 683
Author index	p. 691

Composite
Partial interaction behaviour of continuous composite steel-concrete beams	p. 697
Evaluation of finite elements for the study of the ultimate behaviour of steel-concrete composite beams	p. 703
Effects of partial shear connection in semi-continuous composite beams	p. 711
Double skin composite panels subject to static and impact loads	p. 717
Local and post-local buckling of steel-concrete composite panels under combined states of stresses	p. 723
Shear resisting mechanism and shear strength equation for full and open sandwich beams	p. 729
Experimental behaviour of composite beams under hogging bending	p. 737
Modeling of semi-rigid composite joints	p. 745
Systemic improvements to structural steel decking	p. 751
Built-up columns encased in concrete	p. 759
Testing elements of moment resisting connections for composite frames	p. 765
Ultimate shear strength of perforated rib shear connector	p. 771
Web-side-plate steel and composite framing connections	p. 777
Development of bolted end plate connections for steel reinforced concrete composite structures	p. 785
Experimental study on steel-concrete composite plate girders	p. 793
Experiments on prestressed concrete decks in two-girder composite bridges	p. 801
Girders with corrugated steel webs: buckling modes and numerical modelling	p. 807
Experimental study on open box bridges with precast decks	p. 813
A study on global and local behavior in continuous composite girder bridge and its analysis by multi-scale method	p. 819
Analysis of variability of the long-term deflection of a new kind of composite bridge deck	p. 825
Fatigue durability of composite girder bridge with channel-shaped precast PC deck slabs	p. 833
Advances in prestressed concrete bridges with external prestressing	p. 841
Concrete filled tubes
Research study on the structural performance of concrete filled steel tubular beam-columns	p. 849
Locally unstable tubular columns with concrete in-fill	p. 857
Interaction buckling of concrete filled columns using high strength steel	p. 863
Structural behavior of slender steel tubular columns infilled with fiber reinforced concrete	p. 871
Experimental study on concrete filled double tubular steel columns under axial loading	p. 877
Concrete filled steel tubes: determination and visualization of cross-section behavior	p. 883
Investigation into the behavior of a novel steel section for concrete filled tubular columns under axial and cyclic loadings	p. 891
Tests and mechanics model for concrete-filled double skin steel tubular stub columns	p. 899
Recent developments in concrete-filled steel tubular structures in China	p. 907
Rapid development of CFST arch bridges in China	p. 915
The advantages of concrete filled steel tubes (CFST) applied in residential buildings	p. 921
Behavior of steel beam to circular CFT column connections	p. 927
Load-deformation relations of diaphragm-stiffened connections between H-shaped beams and circular CFT columns	p. 935
A moment-rotation curve for CFT square columns and steel beams according to reliability analysis	p. 943
A moment-rotation curve for CFT square columns and steel beams	p. 951
Flexibility of beam to column connections in hollow construction	p. 961
Strengthen behaviour of reinforcing bar in CFT structures	p. 967
Eccentricity ratio effects on the behavior of eccentrically loaded CFST columns	p. 973
Equation of ultimate N-M interaction curve of circular CFT column	p. 979
Eccentrically loaded high strength concrete-filled square steel tubes	p. 987
Concrete
Design of RC solids using stress analysis	p. 997
Mesomechanical model for the fracture process of concrete	p. 1003
Properties of adjusted density high-performance concrete	p. 1011
Parametric study on the computational behaviour of hollow beams designed using the Direct Design Method--numerical factors	p. 1017
Effect of longitudinal steel on ductility of a R.C. flexural member: a direct approach	p. 1023
Slab cracking control in composite decks by means of fractionated castings	p. 1029
Bond test of lapped rebars and concrete: some preliminary results	p. 1035
Effects of high strength concrete and reinforcement on column slenderness	p. 1043
Examination of cover spalling in high strength columns	p. 1049
Behavior of high-strength concrete columns subjected to blast loading	p. 1057
Shrinkage cracking in restrained reinforced concrete members	p. 1065
Time-dependent cracking and deformation in reinforced concrete structures--a numerical model	p. 1073
Numerical simulation of performance of concrete structures as a function of service time	p. 1081
Tensile creep study of repair material at early age	p. 1087
Non-conventional structural forms for concrete sludge digesters	p. 1093
Behaviour of fibre reinforced RPC deep panels	p. 1101
Additional CFRP non-prestressed reinforcement in concrete structures	p. 1107
Seismic
Experiments and analytical simulation of bare-type CFT column bases	p. 1117
The effect of cyclic loading on the bond strength of concrete plugs embedded in tubular steel piles	p. 1125
Seismic retrofit for rectangular R/C columns by steel and CF jackets	p. 1131
The influence of distribution of masonry infill panels on the seismic response of R.C. framed structures	p. 1139
Study on behavior of twin-column RCFT pier under horizontal cycling load	p. 1145
Rectangular reinforced concrete columns subjected to simulated seismic displacements	p. 1153
Nonlinear seismic response of reinforced concrete structures	p. 1161
Strength and deformation characteristics of slender SRC beam-column frames	p. 1169
Importance of composite steel concrete structures in earthquake resistant design - a critical review	p. 1177
An advanced seismic protection technology: the damped cable system	p. 1185
Energy limit method for strength design of reinforced concrete beams	p. 1193
Seismic behavior of steel encased reinforced concrete beam-columns	p. 1201
Method of judging collapse of SRC and RC columns failed by shear and axial force	p. 1209
Experimental behaviour of end plate minor-axis steel and composite joints under cyclic loading	p. 1217
Application of rational end cross members consisting of composite structure for seismic restrainers in earthquake to steel girder bridges	p. 1225
Large scale tests on composite beam-to-column connections under cyclic loading	p. 1233
Behavior of bare type column base connection in steel reinforced concrete structures	p. 1243
Study on two types of joints of steel-concrete composite beam and reinforced concrete column	p. 1251
Cyclic analysis of PR steel frames with composite reinforced concrete infill walls	p. 1259
Influence of partially-restrained connections on the overall seismic behavior of steel-concrete composite frames: a mechanical modeling approach	p. 1267
Analytical design model for seismic shear strength of beam-column joints in reinforced concrete buildings	p. 1275
Earthquake resistance performance of flexible-stiff mixed structure for effective use of high-strength steel	p. 1279
Seismic behaviour and design procedures for steel V-braced frames	p. 1287
Probabilistic displacement-based seismic design of SDOF system	p. 1293
Seismic torsional response of single-storey steel structures with flexible roof diaphragms	p. 1299
Cyclic behavior of buckling-restrained brace members - numerical study and experiment	p. 1307
Brittle fracture of beam-column welded joints containing defects	p. 1313
Reliability of full-strength end-plate connections: design criteria and Monte Carlo simulation	p. 1319
Experimental study on the cyclic behavior of bolted end-plate connections	p. 1327
Seismic performance of multi-story frames incorporating composite shear walls	p. 1333
Seismic behavior of composite shear walls failed in overturning collapse mechanism	p. 1339
The cyclic response of reinforced concrete shear walls	p. 1345
Damage analysis of reinforced concrete panels under cyclic shear	p. 1351
Seismic performance of cold-formed steel framed houses with wall-stud shear walls	p. 1359
Retrofitting
Strengthening steel sections using carbon fibre reinforced polymers laminates	p. 1369
Flexural behaviour of reinforced concrete beams retrofitted using CFRP strips	p. 1375
Experimental study on seismic retrofit for existing R/C building by using CHS bracing	p. 1383
Ductility improvement mechanism of concrete columsn by wrapping of RFP sheets	p. 1391
Author index	p. 1399
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