Verification examples
Advanced model of steel joints loaded by internal forces from 3D frame structures
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Advanced Modelling of End Plate Joints
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Advanced procedures for design of bolted connections
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All welded double-angle connection (AISC)
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Anchor bolts in tension
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Anchor bolts in tension and shear
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Anchorage
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Angle seat connection
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Assessing bridge deviator strength: IDEA StatiCa vs. ABAQUS simulations
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Base Plate Connections (AISC)
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Beam-over-column Connections (AISC)
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Bearing stiffeners (AISC)
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Benchmark study of a bolted flange plate moment connection (AISC)
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Bending stiffness of bolted joint of open sections
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Bending stiffness of welded joint of open sections
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Block shear resistance
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Block shear resistance
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Block Shear Rupture in Bolted Connections (AISC)
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Bolted connection - Interaction of shear and tension
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Bolted connection - Splices in shear
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Bolted connection - T-stub in tension
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Bolted flange plate moment connection – LRFD
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Bolted portal frame eaves moment connection
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Bolted splice connection
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Bolted splice connection (AISC)
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Bolted Wide Flange Splice Connections (AISC)
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Bolts and Compressed Plates Modelling
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Bolts in combined tension and shear
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Bolts in slip-critical connection
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Brace Connection at beam-column connection in a braced frame – Double Angle Brace (AISC)
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Brace Connection at beam-column connection in a braced frame (AISC)
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Braces with Single-sided Gusset Plates Connections
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Bracket Plate Connections (AISC)
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Branch/Through-Plate Connection with Rectangular HSS (AISC)
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Cantilever wall-type bridge piers
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Cap plate connection of CHS profile (AISC)
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CBFEM online book - Component-based finite element design of steel connections
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CBFEM validation: Block shear behavior
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CBFEM las model: validatie en verificatie
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Chevron Brace Connection in a braced frame (AISC)
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Circular hollow sections
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Normcontrole van een betonnen kokerligger volgens Eurocode
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Column base – Open section column in bending to strong axis
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Column base – Open section column in compression
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Column base plate in braced bay LRFD (AISC)
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Column web panel in shear
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Column web stiffener
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Columns subjected to high compressive loading – Passive confinement effect
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Comparative Analysis of CHS Connection Resistance: CBFEM vs Design Codes (EN, FprEN, and AISC)
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Vergelijking van de knikweerstand van I-vormige doorsneden
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Comparison of concrete cone failure according to EN 1992-4 and 3D CSFM
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Vergelijking van IDEA StatiCa met ANSYS
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Comparison of the Buckling Resistance of SHS and RHS Profiles
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Component-based finite element model
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Compressed Stiffeners in Structural Connections
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Compression softening effect - 2D planar pile caps
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Concrete in compression
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Concrete in compression
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Concrete pier caps
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Connection to unstiffened flanges
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Coped beam
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Doorbuigingscontrole volgens EN 1992-1-1
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Ontwerp van lussen in structurele stalen verbindingen
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Design of stiffeners in structural steel joints
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Double angle cleat connection
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Double-tee Moment Prequalified Connection - AISC
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Eccentric loads on bolt groups
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End plate connection with four bolts in row
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End plate minor axis connection
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End Plate Moment (EPM) Prequalified Connection - AISC
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End plate shear connection
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Eurocode design of composite concrete beams
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Extended End-Plate Moment Connections (AISC)
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Extended moment end-plate connection – ASD
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Vermoeiings analyse – Stompe las van gewalste doorsnede
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Fatigue life by nominal stress method
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Fillet weld in angle plate joint
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Fillet weld in beam to column joint
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Fillet weld in fin plate joint
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Fillet weld in lap joint
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Fire design: Bolted lap joint
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Fire design: Welded lap joint
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Fire temperature verification of a stiffening plate
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Flush moment end plate connections (AISC)
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Four bolt unstiffened extended End-plate FR moment connection
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Four-point bending tests on T-beams
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Future design procedure for structural connections
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Geometrically and materially nonlinear analysis with imperfections (GMNIA) of beams in bending
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Geometrically and materially nonlinear analysis with imperfections (GMNIA) of columns in compression
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Schetsplaatontwerp in IDEA StatiCa Connection
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Momentverbinding Console – capaciteit ontwerp
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Influence of selected parameters on design optimisation of anchor joint
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Invloed van tijdelijke steunpunten op buigend momentdiagrammen voor samengestelde constructies
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Laboratory validation of IDEA StatiCa steel connections and details
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Lateral stability of long prestressed concrete beams during lifting
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Lateral torsional buckling of open cross-sections with lateral and torsional restraints
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Lateral-torsional buckling of a beam with transverse stiffeners
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LBA of beams with various boundary conditions
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LBA simply supported beams in bending
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Linear bifurcation analysis (LBA) of columns in compression
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Long Bolted and Welded Connections (AISC)
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Momentweerstand van voorgespannen doorsnede - vergelijking van handberekeningen en IDEA StatiCa
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Moment resistance of strong-axis open-section beam-to-column welded steel joints
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Multi level member and connection design
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Pipe – Shear lag connection in bracing
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Plate to circular hollow section
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Prediction of the Connection deformation capacity
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Prequalified joints for seismic applications
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Uittrekken van ankers met verschillende lengtes
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Rectangular hollow sections
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Reduced Beam Section (RBS) Prequalified Connection - AISC
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Reinforced Concrete Corbels (ACI)
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Reinforced Concrete Deep Beam (ACI)
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SCI Publications P358 and P398 - Design examples
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Evaluatie van de bruikbaarheidsgrenstoestand in D-gebieden
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Afschuiving op het aansluitvlak tussen samengestelde delen van een voorgespannen betondoorsnede
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Shear block resistance
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Shear tests in beams with low amounts of stirrups
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Shear wall with staggered openings
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Shear Walls with Openings (ACI)
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Simple and Advanced Models for Connection Design in Steel Structures
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Simple welds (ASD)
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Simple welds LRFD (AISC)
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Single plate shear connection (AISC)
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Single Plate Shear Connections (AISC)
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Slender compressed plate in CBFEM
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Slip-critical connection (AISC)
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Solution for walls and details of concrete structures
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Splice connections of I-beam flanges (AISC)
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Splices in shear in slip-resistant connection
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Stability of Bracket Plates using Local Buckling Analysis and Material Nonlinear Analysis (AISC)
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Stiffness analysis - W to HSS moment connection (AISC)
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Structural analysis and design of steel connections
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Structural concrete in the 21st century
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Structural steel connection design for tensile rupture by advanced inelastic analysis (AISC)
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T-stub - prying forces
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T-stub connections (AISC)
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Temporary Splice Connection (AISC)
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The effect of varying soil stiffness on a continuous footing under concentrated load
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Topology optimization
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Tri-axial stress – the active confinement effect
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Triangular haunch
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Uniplanar T-joint between RHS brace and H/I chord
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Unit test: Anchoring
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Unit test: Shear tests in beams with low amounts of stirrups
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Unit test: Simple bending test on cantilevers
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Validation and verification procedures
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Verification and validation of corbels strengthened by unbonded tendons and bars
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Verification and validation: Symmetrical angles in compression
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Verification of IDEA StatiCa calculations for steel connection design (AISC)
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Verification study: Shear connections with coped beams (AISC)
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Walking Columns (ACI)
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Web in transverse compression
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Web Side Plate Connection
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Welded beam to column moment connection
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Welded portal frame eaves moment connection
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Welded splice connection
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Welded splice connection (AISC)
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Welded Unreinforced Flange-Bolted Web (WUF-B) Prequalified Connection - AISC
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Welded Unreinforced Flange-Welded Web (WUF-W) Prequalified Connection - AISC
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Winkler subsoil model for foundation pad
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