From: Seismic vulnerability assessment of historical minarets in Cairo
Parameter | Weight (\({\mathrm{W}}_{\mathrm{i}}\)) | Parameter | Weight (\({\mathrm{W}}_{\mathrm{i}}\)) |
---|---|---|---|
(P1) Type of resisting system | 1.00 | (P7) Irregularity in the plan | 1.00 |
(P2) Quality of the resisting system | 1.50 | (P8) Irregularity of elevation | 1.50 |
(P3) Conventional strength | 1.50 | (P9) Wall openings | 1.00 |
(P4) Slenderness ratio | 1.50 | (P10) Flooring and roofing systems | 0.50 |
(P5) Location and soil conditions | 0.75 | (P11) Fragilities and conservation state | 1.00 |
(P6) Position and interaction | 1.50 | (P12) Non–structural elements | 0.25 |