Research Article
Unified Shear-Flexural Model for Vibration Control of Buildings Using Passive Dynamic Absorbers
Table 18
Peak interstory drift ratio at the critical story.
| Station | Case | xz plane | yz plane | | Peak interstory drift ratio (%) | | Peak interstory drift ratio (%) |
| CDAF | No PDAs | 0.22 | 0.7542 | 0.51 | 0.8968 | TMD | 0.22 | 0.7644 | 0.51 | 0.8468 | C-TSD | 0.22 | 0.7644 | 0.51 | 0.9049 | R-TSD | 0.22 | 0.7647 | 0.51 | 0.8907 | TWLD | 0.22 | 0.7672 | 0.51 | 0.9002 | PTMD | 0.22 | 0.7669 | 0.51 | 0.8584 |
| SXVI | No PDAs | 0.027 | 0.2198 | 0.68 | 0.2113 | TMD | 0.027 | 0.2147 | 0.68 | 0.2050 | C-TSD | 0.027 | 0.2204 | 0.68 | 0.2147 | R-TSD | 0.027 | 0.2176 | 0.68 | 0.2129 | TWLD | 0.027 | 0.2226 | 0.68 | 0.2140 | PTMD | 0.027 | 0.2148 | 0.68 | 0.2075 |
| CUMV | No PDAs | 0.027 | 0.1536 | 0.46 | 0.1344 | TMD | 0.081 | 0.1439 | 0.59 | 0.1247 | C-TSD | 0.027 | 0.1503 | 0.43 | 0.1322 | R-TSD | 0.027 | 0.1461 | 0.43 | 0.1297 | TWLD | 0.027 | 0.1541 | 0.43 | 0.1319 | PTMD | 0.081 | 0.1443 | 0.59 | 0.1267 |
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