Total Mass= 2 tons Total Lateral Stiffness; k=10000 kN/m P(t) R₁ = Uol (usto 0 -2π(T) Po Po Id Po 2 td/Tn Figure 4.10.1 Shock spectra for three force pulses of equal amplitude. ld

Structural Analysis
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Chapter2: Loads On Structures
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The shock spectra in evaluating the maximum response of an SDOF structure to different impulse loadings are given below. Consider the system is shown below, which represents a single-story building subjected to a rectangular blast load of P0=100 kN and td= 0.005s. Determine the Tn, Rd, maximum displacement and moment for the frame shown. The height of the frame is 3 m
Total Mass= 2 tons
Total Lateral Stiffness;
k=10000 kN/m
P(t)
R₁ = Uol (usto
0
-2π(T)
Po
Po
Id
Po
2
td/Tn
Figure 4.10.1 Shock spectra for three force pulses of equal amplitude.
ld
Transcribed Image Text:Total Mass= 2 tons Total Lateral Stiffness; k=10000 kN/m P(t) R₁ = Uol (usto 0 -2π(T) Po Po Id Po 2 td/Tn Figure 4.10.1 Shock spectra for three force pulses of equal amplitude. ld
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