Analytical tsunami fragility curves for seaport RC buildings and steel light frame warehouses
| Autor: | Kyriazis Pitilakis, Stella Karafagka, Stavroula Fotopoulou |
|---|---|
| Rok vydání: | 2018 |
| Předmět: |
021110 strategic
defence & security studies Tsunami wave Probabilistic risk assessment Frame (networking) 0211 other engineering and technologies Soil Science 020101 civil engineering 02 engineering and technology Geotechnical Engineering and Engineering Geology Reinforced concrete 0201 civil engineering Moment-resisting frame Fragility Tsunami hazard Forensic engineering Geology Civil and Structural Engineering |
| Zdroj: | Soil Dynamics and Earthquake Engineering. 112:118-137 |
| ISSN: | 0267-7261 |
| DOI: | 10.1016/j.soildyn.2018.04.037 |
| Popis: | Harbours are crucial assets for the sustainment and development of human activities. The recent devastating tsunami events as well as the increasing number of people, structures and economic activities being exposed to tsunami hazards revealed the need for the estimation of the effects of tsunami wave on seaport structures. However, only a limited number of tools to estimate the potential impacts of tsunami are available until now. This study aims at developing analytical tsunami fragility functions for some representative typologies of seaport structures in Greece. In particular, low-code moment resisting frame (MRF) and dual reinforced concrete (RC) buildings of various heights, and a typical warehouse are considered in the analysis. A numerical investigation is performed considering different combinations of tsunami loads based on FEMA P646 (2008) [1] recommendations for gradually increasing tsunami inundation depths and for the various structure typologies. To minimize the uncertainties related to the definition of damage limit states, tsunami nonlinear static analyses are performed and appropriate tsunami capacity curves are derived for the considered structures. Structural limit states are defined on tsunami capacity curves in terms of threshold values of material strain. For the complete damage state, shear failure is also considered, since the collapse of structures may be caused by the occurrence of either a flexural or shear failure in structural components. Fragility curves are numerically calculated for the different damage states using nonlinear regression analysis. They could be used within a probabilistic risk assessment framework to assess the vulnerability of low-code RC buildings and typical warehouses exposed to tsunami hazard along European-Mediterranean and other regions of similar facilities worldwide. |
| Databáze: | OpenAIRE |
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