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