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Seismic behaviour and design of composite steel concrete structures

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Academic year: 2021

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Figure

Figure 7.9. Coupling beam framing into a wall  with details of ductility class S  7.10.3  Detailing rules for ductility class I composite walls
Figure AJ.1. Configurations of exterior composite beam-to-column nodes under negative  bending moment in direction perpendicular to façade
Figure 3.1.6. Time history applied to specimen number 3 for the ultimate test
Figure 3.2.2. Reinforcement of the slab and anchoring on the transverse beam
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