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

<div>Comparison of acceleration response spectrum and normative spectrum. (a) Near-field pulse-type ground motion. (b) Near-field pulse-free ground motion.</div>

Advances in Civil Engineering

fig4

Figure 4

Figure 4: Seismic Response Analysis and Control of Frame Structures with Soft First Storey under Near-Fault Ground Motions 