Seismic Response Analysis and Control of Frame Structures with Soft First Storey under Near-Fault Ground Motions

<div>Interlayer displacement angles of bottom-layer-plus-support structure. (a) Near-field pulsed ground motion. (b) Near-field pulse-free ground motion. (c) Average interlayer displacement angles.</div>

Advances in Civil Engineering

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Figure 6

Figure 6: Seismic Response Analysis and Control of Frame Structures with Soft First Storey under Near-Fault Ground Motions 