RISK EVALUATION AT DIQUE DEL OESTE BREAKWATER IN PALMA DE MALLORCA (SPAIN)

  • Elena Calcerrada
  • Ana María Díaz
  • Raquel Balmaseda
  • lvaro Galán
  • Carmen Castillo

Abstract

Breakwaters are subject to coastal storms but also to climate change. The stochastic nature of both wave loading and structural response is different nowadays (and in the near future) from those at the time they were designed and the main investments are related to conservation and maintenance. Therefore, an updated risk analysis is needed in order to decide about adaptation or mitigation actions.

References

Abanades, Campos, Castillo and Molina (2012). Vulnerability of coastal structures with fuse elements. Proc. Int. Conf. Coastal Engineering.

Alises, Molina, Gómez, Pery and Castillo (2014). Overtopping hazards to port activities: application of a new methodology to risk management (POrt Risk MAnagement Tool). Reliability Engineering & System Safety, Vol. 123, pp 8-20.

Campos, Molina, Llana, Alises, Gómez and Castillo. (2012). Overtopping characterization for the elaboration of vulnerability maps in port facilities. Proc. Int. Conf. Coastal Engineering.

Published
2018-12-30
How to Cite
Calcerrada, E., Díaz, A. M., Balmaseda, R., Galán, lvaro, & Castillo, C. (2018). RISK EVALUATION AT DIQUE DEL OESTE BREAKWATER IN PALMA DE MALLORCA (SPAIN). Coastal Engineering Proceedings, 1(36), risk.56. https://doi.org/10.9753/icce.v36.risk.56