Table 1 Static and dynamic analyses results of the 32 studied cases.
From: Effect of Preliminary Selection of RC Shear Walls’ Ductility Level on Material Quantities
City | No. of stories | 5 | 10 | 15 | 20 | ||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Ductility level | Conv. | Mod. Duct. | Duct. | Conv. | Mod. Duct. | Duct. | Conv. | Mod. Duct. | Duct. | Conv. | Mod. Duct. | Duct. | |
Toronto | tw (m) | 0.25 | 0.25 | 0.30 | 0.25 | 0.25 | 0.30 | 0.25 | 0.25 | 0.30 | 0.40 | 0.40 | 0.40 |
Lw (m) | 3.0 | 2.0 | 2.0 | 4.0 | 4.0 | 4.0 | 6.0 | 6.0 | 6.0 | 7.0 | 7.0 | 7.0 | |
Ta (s) | 1.26 | 2.30 | 2.37 | 2.90 | 3.20 | 3.31 | 3.76 | 3.88 | 4.04 | 4.00 | 4.42 | 4.93 | |
Governing case | S | S | W | W | W | W | W | W | W | W | W | W | |
Correspond. Max. I.D. (%) | 0.38 | 0.84 | 0.10 | 0.14 | 0.14 | 0.12 | 0.16 | 0.16 | 0.14 | 0.16 | 0.16 | 0.16 | |
Vf (kN)ǂ | 524 | 395 | 212 | 463 | 463 | 463 | 767 | 767 | 767 | 1103 | 1103 | 1103 | |
Mf (kN m)ǂ | 3847 | 1765 | 1601 | 7195 | 7195 | 7195 | 18,118 | 18,118 | 18,118 | 34,977 | 34,977 | 34,977 | |
Montreal | tw (m) | 0.25 | 0.25 | 0.30 | 0.25 | 0.25 | 0.30 | Not permitted | 0.25 | 0.30 | Not permitted | 0.35 | 0.35 |
Lw (m) | 6.0 | 5.0 | 4.0 | 7.0 | 5.0 | 5.0 | 6.0 | 6.0 | 7.0 | 7.0 | |||
Ta (s) | 0.50 | 0.69 | 1.00 | 1.37 | 2.36 | 2.45 | 3.90 | 4.05 | 4.35 | 4.84 | |||
Governing case | S | S | S | S | S | W | W | W | W | W | |||
Correspond. Max. I.D. (%) | 0.26 | 0.40 | 0.50 | 0.37 | 0.49 | 0.06 | 0.14 | 0.12 | 0.17 | 0.17 | |||
Vf (kN)ǂ | 1957 | 1122 | 463 | 2248 | 1003 | 505* | 1393* | 706* | 1385* | 1002* | |||
Mf (kN m)ǂ | 19,312 | 9961 | 3065 | 24,855 | 7736 | 6540 | 16,470 | 16,470 | 31,797 | 31,797 | |||
Vancouver | tw (m) | 0.25 | 0.25 | 0.30 | 0.25 | 0.25 | 0.30 | Not permitted | 0.25 | 0.30 | Not permitted | 0.35 | 0.35 |
Lw (m) | 7.0 | 7.0 | 6.0 | 8.0 | 7.0 | 7.0 | 9.0 | 9.0 | 9.0 | 9.0 | |||
Ta (s) | 0.41 | 0.46 | 0.58 | 1.14 | 1.53 | 1.60 | 2.26 | 2.36 | 3.33 | 3.73 | |||
Governing case | S | S | S | S | S | S | S | S | S | W | |||
Correspond. Max. I.D. (%) | 0.39 | 0.46 | 0.60 | 0.66 | 1.00 | 1.03 | 0.95 | 1.03 | 1.11 | 0.10 | |||
Vf (kN)ǂ | 4267 | 2769 | 1093 | 4002 | 2466 | 1219 | 2873 | 1463 | 3094 | 1419* | |||
Mf (kN m)ǂ | 46,011 | 29,464 | 11,266 | 62,725 | 35,709 | 17,326 | 50,878 | 25,748 | 65,751 | 35,772 | |||