Probabilistic-based seismic vulnerability assessment

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Reference no: EM133127372

Question: Probabilistic-based seismic vulnerability assessment

N=3, h=2.4538(m), A_total=63(m²), p_m=24.301(kN/m³), p_s=2.8359(kN/m²), A_x = 9.341(m²), A_y=7.594(m²), τ=33.091(kPa)
μ_ps = 2.8359 (kN/m²), CV_ps=0.19, μ_Ax=9.341(m²), CVA_x:0.16, μ_Ay=7.594(m²), CV_Ay = 0.11. μ_τ=33.091(kPa), CV_τ = 0.28

Sustainable design of truss bridges

You have to optimise Warren truss, with P=33.19(KN), H=3.32(kN), l= 0.77(m), T=3.28(m) and your elements have a circular hollow section.

Note that the figure is NOT drawn to scale.

42_truss bridges.jpg

Reference no: EM133127372

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