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Numerical simulation of stress-strain state of oblique sections of reinforced concrete structures subjected to compression and bending on yielding supports under short-term dynamic load

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Figure

Fig. 3. Load application: a – longitudinal static load; b – transverse dynamic load
Fig. 4. Immediate increase of dynamic load with linear descent
Fig. 5. Diagram for dynamic amplification factor for beams in conventional elastic stage (limit state 1а) on rigid supports depending on the level of longitudinal compression and ω1θ parameter; 1 – B.S
Fig. 6. Dynamic factor diagram for beams in conventional elastic stage (limit state 1a) on yielding supports subjected to various compression depending on ω1θ parameter, 1 – no compression, 2 – compression N=0,2Nmax, 3 – compression N=0,4Nmax

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