## Abstract Structural pounding during earthquakes has been recently investigated extensively by using different models of impact force. In this paper, reexamination of the Hertz contact model with nonlinear damping is made. Based on this reexamination, the formula used to determine the damping con
β¦ LIBER β¦
A Hertz contact model with non-linear damping for pounding simulation
β Scribed by Susendar Muthukumar; Reginald DesRoches
- Book ID
- 102836927
- Publisher
- John Wiley and Sons
- Year
- 2006
- Tongue
- English
- Weight
- 539 KB
- Volume
- 35
- Category
- Article
- ISSN
- 0098-8847
- DOI
- 10.1002/eqe.557
No coin nor oath required. For personal study only.
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