Stability and ductility of steel structures 2019
For more than forty years the series of International Colloquia on Stability and Ductility of Steel Structures has been supported by the Structural Stability Research Council (SSRC). Its objective is to present the latest results in theoretical, numerical and experimental research in the area of sta...
| Otros Autores: | , |
|---|---|
| Formato: | Libro electrónico |
| Idioma: | Inglés |
| Publicado: |
[S.l.] :
CRC PRESS
2019.
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| Edición: | 1st ed |
| Materias: | |
| Ver en Biblioteca Universitat Ramon Llull: | https://discovery.url.edu/permalink/34CSUC_URL/1im36ta/alma991009434668606719 |
Tabla de Contenidos:
- Cover
- Half Title
- Title Page
- Copyright Page
- Table of contents
- Foreword
- Committees
- Keynote lectures
- Structural steel design by advanced analysis with strain limits
- Cold-formed high strength steel RHS under combined bending andweb crippling
- Stability design of steel structures: From members to platesand shells
- Advancements in the stability design of steel frames considering general nonprismatic members and general bracing conditions
- Design by advanced analysis-2016 AISC specification
- Regular papers
- On the modal buckling of longitudinally stiffened plates
- Strength characterisation of aCFS section with initial geometric imperfections
- Shear behaviour of sandwich panel fasteners in fire
- Bracing details for trapezoidal steel box girders
- Behaviour of slender plates in case of fire of different stainless steel grades
- Numerical modelling of cold-formed steel members at elevated temperatures
- Experimental study on the general behaviour of stainless steel frames
- Experimental investigation of flexural buckling of sandwich panels with steel facings
- Nonlinear behavior and instability of deployable arches
- Numerical advanced analysis of steel-concrete composite beams and columns under fire
- Buckling of spatial laced columns composed of built-up cold-formed channel members
- Local-distortional buckling interaction of cold-formed steel columns design approach
- Solutions to simplified von Karman plate equations
- Simplified method for lateral torsional buckling of beams with lateral restraints
- Buckling resistance of mono-symmetric I-/H-section members in biaxial bending, axial compression, and torsion
- Cyclic plastic behavior of steel material under uniaxial load paths
- Simulation based imperfections and their effects on stability resistance.
- Development of an innovative multi-performance system for LWS structures
- Seismic design criteria for CFS steel-sheathed shear walls
- Behaviour of aconcrete slab in compression in composite steel-concrete frame joints
- On the development of IoT platforms for the detection of damage in steel railway bridges
- Experimental and numerical studies on shear behaviour of stainless steel plate girders with inclined stiffeners
- Ultimate strength analysis of steel-concrete cross-sections atelevated temperatures
- Seismic design of two-storey X-bracings
- Experimental tests on bolted end-plate connections using thermal insulation layer attached to steel structures
- Assessment of Eurocode fire design rules for structural members made of high strength steels
- Numerical investigation on thin-walled CFS columns in fire
- FEM analysis of the buckling behavior of thin-walled CFS columns. Part I-Channel (C) and Double Channel (I) cross-sections
- FEM analysis of the buckling behaviour of thin-walled CFS columns. Part II-monosymmetric (R) and double symmetric built-up box cross-sections
- Comparison of two different innovative solutions for IPE beam to CHS column connections
- Performances of moment resisting frames with slender steel and composite sections in low and moderate seismic areas
- Laser technology for innovative connections in steel construction: An overview of the project LASTEICON
- Analytical assessment of CFS wall-panels sheathed with MgO board
- Direct Strength Method (DSM) design of simply supported short-to-intermediate hot-rolled steel equal-leg angle columns
- Stability of ring stiffened steel liners under external pressure-comparison of the existing design concept with 3D-FEM analysis
- Numerical investigation of steel built-up columns composed of track and channel cold-formed sections.
- Fatigue failure of skew beam grid steel bridges-causes and assessment
- Lateral torsional buckling of hybrid steel-glass beams
- A yielding criterion for seismic gusset plates in tension
- Experimental calibration of centrally loaded built-up battened compression members
- Stainless steel fillet weld tests
- Experimental investigation of compressed stainless steel angle columns
- Accurate and efficient account of geometrical imperfections in Koiter analysis of elastic solid-like shells
- Ductility of different types of shear connectors-experimental and numerical analysis
- GBT-based semi-analytical solutions for the elastic/plastic stability analysis of stainless steel thin-walled columns exposed to fire
- A comparative analysis on the stability and ultimate strength of steel plated girders with planar and corrugated webs
- Experimental testing of plastic buckling of moderately thick circular rings under uniform lateral loading
- Ultimate bending resistance of pipes: Testing arrangements and design approaches. A multi-year perspective
- On the GNI analysis of simple thin-walled beams with using linear buckling mode as geometric imperfection
- U-shaped steel plate dissipative connection for concentrically braced frames
- Critical buckling load on transversally and longitudinally stiffened steel plate girders subjected to patch loading
- Buckling behavior and strength of corroded steel shapes under axial compression
- Modal analysis of thin-walled members with transverse plate elements using the constrained finite element method
- Experimental verification of shear connection of thin-walled steel built-up members
- Buckling analysis of circular arches with trapezoidal corrugated web
- Effect of stiffener position on buckling behavior of H-shaped steel beam with upper flange restraint.
- Local buckling strength of vertical haunch H-shaped beam under shear bending
- Imperfection sensitivity of corrugated web girders subjected tolateral-torsional buckling
- Enhanced buckling capacity of axially compressed stiffened plates taking into account the shear-lag effect
- Axial buckling behavior of welded ring-stiffened shells
- Ductility assessment of structural steel and composite joints
- Study on the influence of reduced beam sections on the seismic behaviour of amoment resisting frame
- Stability of double-symmetric sections subjected to axial force, bending moments and torsion
- Distortional buckling of stiffeners in stainless steel profiled sheeting
- Appropriate spring stiffness models for the end support of bolted single steel angle members in compression
- Global buckling strength of built-up cold-formed steel column under compression
- Coupled buckling of steel LC-beams under bending
- Crashworthiness performance of tubular energy absorbing structures with triggers
- Failure plastic mechanisms in TWCFS columns under eccentric compression
- Experimental study of beam-to-column connection with bolted joints
- Material strength statistics and reliability aspects for the reassessment of end-of-service-life steel bridges
- The influence of stiffeners width on buckling modes of steel LC-beams subjected to bending
- Design of slender compressed plates in structural steel joints by component based finite element method
- Experimental verification of lateral-torsional buckling of steel I-beams with tapered flanges
- Composite floor system with cold-formed trussed beams and pre-fabricated concrete slab
- Experimental investigation of stability behavior of members supported by sandwich panels at elevated temperature
- Ultimate shear resistance of cylindrically curved steel panels.
- Nonlinear finite element analysis of delta hollow flange girders subjected to patch loading
- Critical loads of semi-rigid columns subjected to non-linear temperature distributions
- The stability of semi-braced steel frames containing members with stepped segments
- A quasi-static nonlinear analysis for assessing the fire resistance of steel 3D frames exploiting time-dependent yield surfaces
- Fire design of class 4 tapered steel beams with the general method-aproposal
- Progressive collapse assessment of storage racks due to localized failures. Explicit consideration of dynamic effects
- Elastic buckling strength of lipped channel section beam restrained on upper flange subjected to bending
- Experimental study on SCFs of empty SHS-SHS T-joints subjected to static out-of-plane bending
- Experimental study of cold-formed high strength steel circular hollow sections
- Towards automated identification of structural steel components from 3D-point clouds to subsequent GMNA-stability-analysis
- Static effects of modular structures made of containers
- Calibration of European web-crippling equations for cross-sections with one web
- Explanatory notes to buckling design of longitudinally welded aluminium compression members
- Buckling of circular hollow section stainless steel columns in fire
- The capacity of bolted cold-formed steel connections in bending
- Study on the deformation and rotation capacity of HSS hollow sections
- An analytical solution for the compressed simply-supported plate with initial geometric imperfections
- Experimental study on the shear connections of composite girders with trapezoidally corrugated web
- Numerical study of end-plate steel connections with two and four bolts-per-row
- Experimental study on square steel tubular columns under compressive force with biaxial bending moment.
- Considering realistic weld imperfections in load bearing capacity calculations of ring-stiffened shells using the analytical numerical hybrid model.
