Contents |
INDEX 
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1. SDSS HISTORICAL BACKGROUND |
How all of it started - some reminiscences about the first international colloquia in the stability series
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2. KEYNOTE LECTURES |
Some issues for column stability criteria
The effect of edge support on tensile membrane action of composite slabs in fire
Latest developments in the GBT analysis of thin-walled steel structures
Dual-steel frames for multistory buildings in seismic areas
Advanced stability analysis of regular stiffened plates and complex plated elements
Direct strength design of cold-formed sections for shear and combined actions
Manufacturing specifications for hollow sections in 2010
Numerical study on stainless steel beam-columns with transverse loading
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3. BRIDGES AND FOOTBRIDGES |
Improved cross frame connection details for steel bridges with skewed supports
Flange thirkness transitions of bridge griders-buckling behaviour in global bending
A visco-elastic sandwich solution for orthotropic decks of steel bridges
Elegance and economy - a new viaduct over the river Llobregat
Design of beam-to-beam butt-plate joints in composite bridges
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4. CONNECTIONS |
Experimental analysis of composite connections using slab made by precast joist with lattice and bricks
Response of end-plate joints under combined forces
Influence of member components on the structural performance of beam-to-column joints of pitched roof portal frames with class 3 and 4 sections
Application of Eurocode 3 to steel connections with four bolts per horizontal row
A new hybrid testing procedure of the low cycle fatigue behaviour for structural elements and connections
Proposal of a three-dimensional semi-rigid composite joint: tests and finite element models
Strength and ductility of bolted T-stub macro-components under monotonic and cyclic loading
Prediction of the cyclic behaviour of moment resistant beam-to-column joints of composite structural elements
Numerical modeling of joint ductility in steel and steel-concrete composite frames
Influence of chord axial loading on the stiffness and resistance of welded “T” joints of SHS members
Experimental studies of behaviour of composite beam-column flush end plate connections subjected seismic loading
Modelling connections of moment resisting steel frames for seismic analysis
Influence of local plastic buckling of joint on carrying capacity of a thin-walled truss
Numerical analysis of endplate beam-to-column joints under bending and axial force
Loss of preload in bolted connections due to embedding and self loosening
Plastic resistance of L-stubs joints subjected to tensile forces
Composite beam modelling at real scale including beam-to-beam joint
Resistance of laser made t RHS joints under compression load
Cold-formed steel and concrete composite beams: study of beam-to-column connection and region of hogging bending
Shear bolted connections: numerical model for a ductile component, the plate-bolt in bearing
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5. DYNAMIC BEHAVIOR AND ANALYSIS |
Considerations on the design, analysis and performances of eccentrically braced composite frames under seismic action
Effect of the loading modelling, human heel impact and structural damping on the dynamic response of composite footbriges
Structural damage assessment using the differential evolution and the ant colony optimization techniques
Free and forced nonlinear vibrations of steel frames with semi-rigid connections
Static and dynamic behavior of lens-type shear panel dampers for highway bridge bearing
Elasto-plastic buckling behavior of H-shaped beam with large depth-thickness ratio under cyclic loading
Analytical studies of a full-scale steel building shaken to collapse
Robustness of steel and composite buildings under impact loading
Design of steel frames of dissipative shear walls
Effects of wind and earthquake on a 3 dimensional steel structure for the central corridor roof (central spine) at TCS campus at Siruseri, Chennai (India) - a case study
Influence of system uncertainties on structural damage identification through ambient vibrations of steel structures
Non-linear dynamic analysis of stayed steel columns
Dynamic response of conical and spherical shell structures subjected to blast pressure
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6. FIRE ENGINEERING |
Interaction diagrams for design of concrete-filled tubular columns under fire
Ductility of simple steel connections in fire
Methodology for reliability-based design of steel members exposed to fire
Capacity reduction and fire load factors for steel columns exposed to fire
Stability of steel columns subjected to fire
Fire behavior of concrete-filled steel circular hollow section columns with massive steel core
Buckling of concrete filled steel hollow columns in case of fire
Buckling of steel and composite steel and concrete columns in case of fire
A coupled fluid-thermal-mechanical analysis of composite structures under fire conditions
Behaviour of composite floor beam with web openings at high temperatures
To shear resistance of castellated beam exposed to fire
Numerical analysis of steel columns considering the walls on fire condition
On the strength and DSM design of cold-formed steel columns failing distortionally under fire conditions
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7. MEMBERS’ BEHAVIOR: TENSION, COMPRESSION, BEAMS, BEAM-COLUMNS |
The collapse load in submarine pipelines under compressive load and internal pressure
Stability analysis of 3D frames using a mixed co-rotational formulation
Plastic collapse mechanisms in compressed elliptical hollow sections
Collapse of a steel structure as a result of local buckling
Strength and ductility of steel beams with flange holes
Residual stress measurements in roller bent he 100b sections
Lateral torsional buckling of space structures with I-beams - structural behavior and calculation
Analytical derivation of a generalized-slenderness formula for in-plane beam-column design and comparison with interaction-concept formulae
Load bearing capacity of bracing members with almost centric joints
Finite element modeling of angle bracing member behavior in experimentally tested sub-frame specimens
Influence of splices on the stability behaviour of columns and frames
Further results on the application of the extrapolation techniques
Elastic lateral-distortional buckling of singly symmetric i-beams: the 2005 AISC specification
System stability design criteria for aluminum structures
Advanced nonlinear investigations of a 50 m span frame case study: the steel structure of the ice rink, city of Targus-Mures, Romania
Local post-buckling behaviour of elliptical tubes
Plastic design of stainless steel structures
Inelastic behaviour of partially restrained steel frames
Robust design – alternate load path method as design strategy
Use of eigenvalue analysis for different levels of stability design
The non-destructive measurement of residual stresses in stainless steel roll formed sections
Influence of flange-to-web connection on the patch load resistance of I beams
Further studies on the lateral-torsional buckling of steel web-tapered beam-columns: analytical studies
Lateral buckling of continuous steel beams with hinges
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8. PLATED STRUCTURES AND BOX GIRDERS |
The interaction behaviour of steel plated structures under transverse loading, bending moment and shear force
Hybrid steel plate girders subjected to patch loading
Numerical and experimental research in tapered steel plate girders subjected to shear
Shear strength of steel plates with reinforced opening
Crack initiation under static loads including the influence of residiual welding stresses
The fatigue and serviceability limit states of the webs of steel girders subjected to repeated loading
Imperfections in steel plated structures and their impact on ultimate strength
Imperfection sensitivity analysis of longitudinally stiffened plated girders subjected to bending-shear interaction
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9. SHELLS |
Influence of geometry on the dynamic buckling and bifurcations of cylindrical shells
Buckling of a shallow rectangular bimetallic shell subjected to outer loads and temperature
A geometry based method for the stability analysis of plates
Critical loads and stability of an open elastic-plastic cylindrical shell with the core of variable stiffness
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10. STEEL-CONCRETE COMPOSITE MEMBERS AND STRUCTURES |
Ductile response of composite steel and concrete frames
Stability and ductility of castellated composite beams subjected to hogging bending
Shear connection in steel and concrete composite trusses
Steel and concrete composite building structures – an economical approach
Behavior of steel-concrete composite beams with flexible shear connectors
Influence of the friction at the support in the longitudinal shear strength of composite slab
A parametric analysis of composite beams with t-perfobond shear connectors
FE modelling of slender concrete-filled stainless steel tubular columns under axial compression
Buckling resistance of steel-concrete columns composed of high-strength materials
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11. THIN-WALLED CONSTRUCTION AND COLD-FORMED MEMBERS |
Effects of distortion on the shear stiffness of rack structures
Buckling, post-buckling, collapse and design of two-span cold-formed steel beams
Experimental and numerical investigation of polyurethane sandwich panels
Imperfections’ sensitivity analysis of pitched roof cold-formed steel portal frames
Ultimate limit strength of perforated cold-formed steels sections
On the use of cold-formed thin walled members for vertical addition of existing masonry buildings
Theoretical analysis of perforated rack columns
Optimization of cold-formed steel channel using the direct strenght method and finite strip method
Experimental investigation of high strength cold-formed supacee sections in shear
Effective design of cold-formed thin-walled channel beams with bent edges of flanges
Lateral buckling of steel sigma-cross-section beams with web holes
Load-bearing capacity of perforated trapezoidal sheeting
Trapezoidal sheeting made of stainless steel – two amendments to complete the design codes
Pull-trough resistance of tensile-loaded screw-fastenings of thin-walled sheeting and sandwich panels
The cold work of forming effect in steel structural members
Finite element analysis of high strength cold-formed supacee sections in shear
Classification of stability failure modes of sandwich panels under compression loading: global and local buckling, crippling at support line
Strength estimation of end failures in corrugated steel shear diaphragms
Plate buckling according to Eurocode 3. Comparison of the effective width method and the reduced stress method
DSM design of lipped channel columns undergoing local/distortional/global mode interaction
Bracing stiffness and strength in sheathed cold-formed steel stud walls
Shear behaviour of trapezoidal sheeting without shear panel construction
Thin beam static stability analysis by an improved numerical method
Investigation of the test method for distortional buckling of compressed pallet rack members
Behaviour of expanded metal panels under shear loading
Analysis of contact buckling in built-up cold-formed steel beams assembled by laser welding
Cross-sectional stability of structural steel
Influence of holes on the behaviour of cold-formed steel sections under compression
Applications of pure and combined buckling mode calculation of thin-walled members using the finite element method
Post-buckling behaviour and strength of angle columns
Experimental study on cold-formed steel lipped channel columns undergoing local-global-distortional interaction
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12. TRUSSES, TOWERS AND MASTS |
Stability bracing requirements of trusses
Theoretical and experimental analysis of steel space-truss with stamped connection
Real scale experimental analyses of circular hollow section multi-planar steel trusses
Natural period of steel chimneys
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AUTHOR INDEX |
Author Index
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