Seismic Behaviour of Multistorey Steel Framed Tall Buildings Using Intentionally Eccentric Braces

Figure 8

Comparison of the load-displacement diagrams generated by González Ureña et al. [12] with the results of the generated model in this study for a HSS 178 × 178 × 16 BIEs with L = 5408 mm and Lea = 360 mm: tension (a) and (b) compression.

(a)

(b)