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Nový přístup ke konstrukčnímu návrhu ocelových přípojů

BENCHMARK CASES FOR ADVANCED DESIGN OF STRUCTURAL STEEL CONNECTIONS

Double-tee Moment Prequalified Connection - AISC

End Plate Moment (EPM) Prequalified Connection - AISC

Welded Unreinforced Flange-Bolted Web (WUF-B) Prequalified Connection - AISC

Welded Unreinforced Flange-Welded Web (WUF-W) Prequalified Connection - AISC

Reduced Beam Section (RBS) Prequalified Connection - AISC

Verification of IDEA StatiCa calculations for steel connection design (AISC)

Chevron Brace Connection in a braced frame (AISC)

Brace Connection at beam-column connection in a braced frame (AISC)

Base Plate Connections (AISC)

T-stub connections (AISC)

Beam-over-column Connections (AISC)

Single Plate Shear Connections (AISC)

Extended End-Plate Moment Connections (AISC)

Bracket Plate Connections (AISC)

Brace Connection at beam-column connection in a braced frame – Double Angle Brace (AISC)

Bolted Wide Flange Splice Connections (AISC)

Temporary Splice Connection (AISC)

Stability of Bracket Plates using Local Buckling Analysis and Material Nonlinear Analysis (AISC)

Benchmark study of a bolted flange plate moment connection (AISC)