| EUROPEAN PROVISIONS FOR THE DESIGN OF WEB-TAPERED I-BEAMS — AN APPRAISAL OF THE EC3 “GENERAL METHOD”
A. Andrade, P. Providência, P. Borges Dinis and D. Camotim |
| AN EVALUATION OF PRESTRESSED STAYED STEEL COLUMNS LOAD BEARING CAPACITY WITH BAYESIAN NEURAL NETWORKS
R. R. Araujo, P. C. G. S. Vellasco, M. M. B. R. Vellasco, S. A. L. Andrade, L. R. O. Lima and J. G. S. Silva |
| FULL SCALE FIRE TESTS OF A NEW LIGHT GAUGE STEEL FLOOR-CEILING SYSTEM
B. Baleshan and M. Mahendran |
| KINEMATIC MODELS TO SIMULATE THE TORSION WARPING TRANSMISSION AT THIN-WALLED STEEL FRAME JOINTS
C. Basaglia, D. Camotim and N. Silvestre |
| FULL STRESS ANALYSIS OF STEEL STORAGE INDUSTRIAL EQUIPMENTS UNDER SEISMIC LOADING
A. Di Carluccio, G. Fabbrocino and G. Manfredi |
| FRACTURE FAILURE PREDICTION AND SEISMIC PERFORMANCE EVALUATION OF BUCKLING RESTRAINED BRACES
Heui-Yung Chang, Chai-Rou Tsai, Chih-Yu Wei and Ker-Chun Lin |
| EXPERIMENTAL INVESTIGATION OF POST-TENSIONED COLUMN BASE CONNECTION
H. Chi and J. Liu |
| EXTENSION OF EN 1993-1-8 JOINT DESIGN RULES TO HIGH STRENGTH STEEL GRADES
A. M. Girão Coelho and F. S. K. Bijlaard |
| NUMERICAL MODEL OF STAINLESS STEEL PLATES WITH STAGGERED BOLTS SUBJECTED TO TENSION
A. T. Da Silva, J. De J. Dos Santos, L. R. O. De Lima, P. C. G. Da S. Vellasco, J. G. S. Da Silva and S. A. L. De Andrade |
| CONSTRUCTION AND DESIGN OF UNDERGROUND STEEL TANKS IN SEISMIC AREAS: AN INTEGRATED STRUCTURAL AND GEOTECHNICAL APPROACH
G. Fabbrocino, G. Lanzano, A. Di Carluccio and F. Santucci De Magistris |
| CYCLIC TESTING OF TUBULAR STEEL BRACES WITH CFRP REINFORCED NET SECTIONS
C. Haydaroglu, A. Turker, K. Taskin and O. C. Celik |
| REMAINING PRETENSION FORCE IN FRICTION CONNECTIONS
C. Heistermann, T. Heistermann and M. Veljkovic |
| STRENGTHENING OF ALUMINIUM HOLLOW SECTIONS SUBJECTED TO END-TWO-FLANGE LOADING
S. M. Z. Islam and B. Young |
| STRENGTH IMPROVEMENT METHODS FOR BACK TO BACK LITESTEEL BEAMS
S. Jeyaragan and M. Mahendran |
| PUNCHING SHEAR STRENGTH OF EDGE COLUMNS IN ENERGY DISSIPATION STRUCTURAL WALLS (EDSWS)
Nasruddin Junus, Kenji Sakino, Hiroyuki Nakahara and Hiroki Matsubayashi |
| SHEAR TESTS OF LITESTEEL BEAMS WITH WEB OPENINGS
P. Keerthan and M. Mahendran |
| DISTORTIONAL FAILURE AND DESIGN OF COLD-FORMED STEEL RACK-SECTION COLUMNS UNDER FIRE CONDITIONS
A. Landesmann and D. Camotim |
| LOAD CARRYING CAPACITY OF HIGH STRENGTH COLD-FORMED STEEL BUILT-UP BOX SECTIONS
H. H. Lau and T. C. H. Ting |
| BLIND BOLTED COLLAR PLATE CONNECTIONS TO UNFILLED HOLLOW SECTION COLUMNS
J. Lee, H. M. Goldsworthy, E. F. Gad |
| TOWARDS BETTER UNDERSTANDING OF A FRICTION CONNECTION IN TUBULAR FOR WIND TURBINES
M. Limam, M. Veljkovic, J. Naumes and D. Pak |
| CYCLIC BEHAVIOUR OF STEEL BEAM-TO-BOX COLUMN CONNECTIONS WITH COVER PLATES
Ker-Chun Lin, Sheng-Jhih Jhang and Heui-Yung Chang |
| NUMERICAL MODELLING OF SEMI-RIGID OPEN BEAM-TO-TUBULAR COLUMN CONNECTIONS
Y. Liu, C. Malaga-Chuquitaype and A. Y. Elghazouli |
| BEHAVIOUR OF COMBINED CHANNEL/ANGLE CONNECTIONS UNDER MONOTONIC AND CYCLIC LOADS
C. Málaga-Chuquitaype and A. Y. Elghazouli |
| THE BEHAVIOUR OF COLD-FORMED STEEL ANCHOR PLATE SUBJECTED TO PURE AXIAL TENSILE FORCE
A. L. Y. Ng and C. C. Mei |
| RESIDUAL STRESSES IN WELDED BOX SECTIONS
A. Outtier, H. De Backer, B. De Pauw, D. Stael and P. H. Van Bogaert |
| DEFORMATIONALLY-INDUCED RESIDUAL STRESSES IN COLD-FORMED STEEL CIRCULAR HOLLOW SECTIONS: AN ANALYTICAL SOLUTION
W. M. Quach and C. Cai |
| ANALYSIS OF STEEL PLATE SHEAR WALLS
A. Razzazzadeh and F. R. Mashiri |
| RELIABILITY-BASED LIMIT STATE DESIGN OF STEEL SUPPORT SCAFFOLD FRAMES
J. Reynolds, A. Trouncer, H. Zhang and K. J. R. Rasmussen |
| NUMERICAL ANALYSIS OF ENDPLATE BEAM-TO-COLUMN JOINTS UNDER BENDING AND AXIAL FORCE
M. C. Rodrigues, L. R. O. de Lima, S. A. L. de Andrade, P. C. G. da S. Vellasco and J. G. S. da Silva |
| STATIC STRENGTH OF SQUARE TUBULAR T-JOINT UNDER AXIAL COMPRESSION WITH COLLAR-PLATE REINFORCEMENT
Y. B. Shao, Y. Q. Cai and S. P. Chiew |
| CS-ASA: A COMPUTATIONAL SYSTEM FOR ADVANCED STATIC AND DYNAMIC ANALYSIS OF STEEL FRAMED STRUCTURES
A. R. D. Silva, R. A. M. Silveira, F. A. Neves and W. G. Ferreira |
| A COMPARISON OF INTERNATIONAL DESIGN STANDARDS FOR ASSESSING LATERAL STABILITY OF STEEL BEAMS
A. Surovek, I. Macphedran, V. Palaniswamy and M. Bradford |
| PREDICTION OF BUCKLING LOAD OF STEEL RACKING FRAME USING NON DESTRUCTIVE METHOD
Kalaikumar Vallyutham, V. J. Kurian, S. P. Narayanan, Mohd Shahir Liew and Nabilah Abu Bakar |
| OPENINGS IN SANDWICH PANELS
F. Warmuth and J. Lange |
| NONLINEAR NUMERICAL SIMULATION OF FLUSH END-PLATE CONNECTIONS IN FIRE
R. Y. Xiao, Z. W. Gong and C. S. Chin |
| STRESS INTENSITY FACTORS FOR A WIDE RANGE OF LONG-DEEP CIRCUMFERENTIAL SEMI-ELLIPTICAL INTERNAL SURFACE CRACKS IN TUBULAR MEMBERS
Yang Yang, Kun Pang Kou and Chi Chiu Lam |
| MATERIAL AND GEOMETRIC NON-LINEAR ANALYSIS OF PERFORATED THIN-WALLED STEEL STRUCTURES BY THE ISOPARAMETRIC SPLINE FINITE STRIP METHOD
Z. Yao and K. J. R. Rasmussen |
| WEB CRIPPLING OF ALUMINIUM ALLOY SQUARE HOLLOW SECTIONS
F. Zhou and B. Young |
