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Table 1 The maximum drift values (regardless of drift limitations) and ductility andR factor for floor.

From: Finite Element Modeling and Nonlinear Analysis for Seismic Assessment of Off-Diagonal Steel Braced RC Frame

Model

Δ y (m)

Δ max (m)

Δ s (m)

Δ w (m)

V e (kg)

V y (kg)

V s (kg)

V w (kg)

µ

R

(flexural RC frame) F1

0.0173

0.0665

0.0112

0.067

17,272

4,500

2,875

1,740

3.84

9.92

(X-Braced frame) FX

0.0103

0.039

0.0058

0.0547

33,034

12,200

9,147

5,480

2.69

6.04

(ODBS-Braced frame) FODBS

0.0125

0.1101

0.0082

0.0781

26,177

7,800

5,032

3,012

9.58

23.2