Abstract
Structural impact can be considered using methods that are based on either stereomechanical or force-based approaches. The force-based approach, which uses contact springs that are automatically formed during impact, is more suitable for simulations of multiple deformable bodies, such as colliding buildings. After making a comparison among the most common impact models of the force-based approach, a modified impact model is proposed as a variation of the linear viscoelastic impact model (Kelvin-Voigt). The modified viscoelastic impact model avoids tensile impact forces during detachment and enables the consideration of permanent plastic deformations due to poundings. The proposed impact model is used for simulations of poundings of seismically isolated buildings with adjacent structures, in order to assess the influence of potential structural impact on the effectiveness of seismic isolation. Poundings are assumed to occur at the isolation level between the seismically isolated building and the adjacent moat wall whenever the available seismic gap is exceeded due to a strong earthquake excitation. The simulations reveal that poundings may substantially increase floor accelerations, especially at the floor where impacts occur, and excite higher modes of vibration, increasing the interstory deflections.
Original language | English |
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Title of host publication | Earthquake Resistant Engineering Structures VI |
Pages | 129-138 |
Number of pages | 10 |
Volume | 93 |
DOIs | |
Publication status | Published - 2007 |
Event | 6th International Conference on Earthquake Resistant Engineering Structures, ERES 2007 - Bologna, Italy Duration: 11 Jun 2007 → 13 Jun 2007 |
Other
Other | 6th International Conference on Earthquake Resistant Engineering Structures, ERES 2007 |
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Country/Territory | Italy |
City | Bologna |
Period | 11/06/07 → 13/06/07 |
Keywords
- Poundings
- Seismic gap
- Seismic isolation
- Structural impact