Structures, Journal Year: 2024, Volume and Issue: 69, P. 107462 - 107462
Published: Oct. 13, 2024
Language: Английский
Structures, Journal Year: 2024, Volume and Issue: 69, P. 107462 - 107462
Published: Oct. 13, 2024
Language: Английский
International Journal of Mechanical Sciences, Journal Year: 2024, Volume and Issue: 267, P. 108973 - 108973
Published: Jan. 2, 2024
Language: Английский
Citations
24International Journal of Mechanical Sciences, Journal Year: 2024, Volume and Issue: 267, P. 108990 - 108990
Published: Jan. 3, 2024
Language: Английский
Citations
20International Journal of Mechanical Sciences, Journal Year: 2025, Volume and Issue: unknown, P. 109999 - 109999
Published: Jan. 1, 2025
Language: Английский
Citations
2International Journal of Mechanical Sciences, Journal Year: 2023, Volume and Issue: 264, P. 108796 - 108796
Published: Oct. 10, 2023
Language: Английский
Citations
28International Journal of Mechanical Sciences, Journal Year: 2024, Volume and Issue: 276, P. 109394 - 109394
Published: May 16, 2024
Language: Английский
Citations
10Engineering Structures, Journal Year: 2024, Volume and Issue: 308, P. 118037 - 118037
Published: April 16, 2024
Language: Английский
Citations
9Ocean Engineering, Journal Year: 2025, Volume and Issue: 322, P. 120450 - 120450
Published: Jan. 27, 2025
Language: Английский
Citations
1International Journal of Mechanical Sciences, Journal Year: 2023, Volume and Issue: 262, P. 108714 - 108714
Published: Aug. 29, 2023
Language: Английский
Citations
17Engineering Structures, Journal Year: 2024, Volume and Issue: 313, P. 118268 - 118268
Published: May 28, 2024
Language: Английский
Citations
6Earthquake Engineering & Structural Dynamics, Journal Year: 2024, Volume and Issue: 53(12), P. 3820 - 3858
Published: July 26, 2024
Abstract Practical engineering structures are subjected to hazardous seismic‐ and wind‐ induced vibrations during their lifetime. They should be designed based on capacity serviceability targets. Similarly, the design of dynamic vibration absorbers (DVAs) also meet multiple requirements. However, most current analytical approaches a single‐target response may lead cumbersome expressions for complicated scenarios. To address these issues, concise solutions negative‐stiffness inerter‐based DVAs proposed in this paper. Firstly, generic optimization approach H ‐norm considering different targets displacement, velocity, acceleration, transmissibility, is established. Subsequently, derived Taylor's expansion by ignoring higher‐order items equivalent mass ratio. Finally, application scope effectiveness discussed. Consequently, resulting proved located close pareto fronts multi‐target results. have shown superior performances than conventional controlling structural indicators practical five‐story steel frame case under wind seismic hazards. Conclusively, simple expression reveal excellent performances, which can provide guidance insights optimal DVAs.
Language: Английский
Citations
6