μ = 0.7% | Direction | Teff | Step | T | Base shear (ton) | Displacement (m) | B to IO | IO to LS | LS to CP | Rank | |||
1 Tank | Variable water height | G1 | X | 1.108 | 22 | 1.0957 | 545.55 | 0.083 | 468 | 1 | 0 | D | |
23 | 1.1162 | 555.88 | 0.087 | 472 | 3 | 0 | |||||||
Y | 1.093 | 14 | 1.0879 | 522.63 | 0.048 | 333 | 21 | 0 | |||||
15 | 1.1281 | 536.22 | 0.052 | 345 | 30 | 0 | |||||||
Fixed water height | G2 | X | 1.156 | 23 | 1.1488 | 518.97 | 0.085 | 521 | 0 | 0 | A | ||
24 | 1.1667 | 526.49 | 0.089 | 529 | 0 | 0 | |||||||
Y | 0.985 | 17 | 0.9772 | 650.44 | 0.063 | 287 | 0 | 0 | |||||
18 | 0.9931 | 686.27 | 0.069 | 290 | 0 | 0 | |||||||
2 Tank | Variable water height | G3 | X | 1.11 | 22 | 1.0896 | 541.05 | 0.0811 | 460 | 0 | 0 | C | |
23 | 1.1183 | 555.75 | 0.0872 | 467 | 3 | 0 | |||||||
Y | 1.095 | 13 | 1.0683 | 511.99 | 0.0443 | 317 | 17 | 0 | |||||
14 | 1.1026 | 526.32 | 0.0485 | 334 | 23 | 0 | |||||||
Fixed water height | G4 | X | 1.109 | 21 | 1.0968 | 545.78 | 0.083 | 461 | 1 | 0 | B | ||
22 | 1.1201 | 557.80 | 0.088 | 471 | 3 | 0 | |||||||
Y | 1.094 | 13 | 1.0720 | 514.74 | 0.045 | 318 | 17 | 0 | |||||
14 | 1.1033 | 527.57 | 0.049 | 339 | 22 | 0 |