Fig. 11 | Scientific Reports

Fig. 11

From: Shaking table tests and analysis of the seismic behavior of external steel frames with viscoelastic nodal dampers

Fig. 11

Displacement curves under different peak accelerations. (a) EL Centro wave peak inter-layer displacement 0.8 g curve, (b) EL Centro wave peak inter-layer displacement 1.0 g curve, (c) Lanzhou artificial wave peak inter-story displacement 0.8 g curve, (d) Lanzhou artificial wave peak inter-story displacement 1.0 g curve, (e) Taft wave peak inter-layer displacement 0.8 g curve, (f) Taft wave peak inter-layer displacement 1.0 g curve.

Back to article page