Nonlinear Earthquake Analysis of Reinforced Concrete Frames with Fiber and Bernoulli-Euler Beam-Column Element

Figure 13

Accumulated damage zones in building for distributed mass/loading case.

(a) 𝑡=1.00sec

(b) 𝑡=3.00sec

(c) 𝑡=4.00sec

(d) 𝑡=5.00sec

(e) 𝑡=6.00sec

(f) 𝑡=7.00sec

(g) 𝑡=8.00sec

(h) 𝑡=10.00sec