Seismic Vulnerability Assessment of School Buildings in Seismic Zone 4 of Pakistan

<div>IDA curves: (a) maximum global drift v/s PGA; (b) maximum global drift v/s spectral acceleration scaled at the fundamental time period of the structure (<i>S</i><sub>a</sub>(T1)).</div>

Advances in Civil Engineering

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Figure 6

Figure 6: Seismic Vulnerability Assessment of School Buildings in Seismic Zone 4 of Pakistan 