Connections in Steel Structures II: Behavior, Strength, and Design : Proceedings of the Second International Workshop Held at Westin William Penn Hotel, Pittsburgh, Pennsylvania, USA, April 10-12, 1991
American Institute of Steel Construction, 1992 - Bolted joints - 464 pages
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Verification of Quality Assurance on European 4 6 and 8 8 Bolts
Conditions of Acceptance
17 other sections not shown
AISC Allowable Stress Design analysis angle connections applied axial beam-to-column connections behaviour Bjorhovde bolts braced buckling calculated Chen Civil Engineering collapse column flange composite beam composite connections composite joints compression concrete connection design cyclic loading deflection deformation developed ductility dynamic effect elastic end plate end-plate connections Eurocode evaluation experimental factor failure Figure fillet welds finite element flange flexible force girders hollow section Hollow Structural Section inelastic initial stiffness Institute of Steel Kohoutek lattice girder limit Limit States Design linear LRFD material method moment-rotation curves parameters plastic plastic hinge portal frame predicted preload ratio resistance rotation capacity Semi-Rigid Composite semi-rigid connections semi-rigid frames Semi-Rigid Joints shear shown in Fig slab specimens static Steel Construction Steel Frames Steel Structures steelwork stiffeners stress Structural Engineering Table tensile strength tension test results thickness unbraced frames University University of Trento values vertical yield Zandonini