Multi-hazard analysis of earthquake shaking and tsunami impact
Section snippets
Introduction and objectives
Damage on building stock and impact on humans (displaced persons, injured and deaths) has been widely studied and applied all over the world, where earthquake-prone zones and civilization are present [1], [2].
When tsunami damage estimation is to be determined (through simulators or numerical modeling), buildings are often considered to be “as new”, i.e. damages caused by the previous earthquake are not considered.
Off-shore earthquakes can generate large tsunamis that aggravate the effects of
Fragility curves for earthquake shaking
To exemplify this approach we use the Setúbal downtown area, 25 km south of Lisbon. Damages at buildings from shaking are estimated using the SERS-MU (Simulador de Efeitos para Risco Sísmico – Meio Urbano) software [13], with the latest Portuguese Census data (2011) [14] regarding residential dwellings and resident population, and then we add building polygons for better visualization of damages. GIS data was supplied by the Civil Protection in the Municipality of Setúbal (SMPC) and completed
Fragility curves for tsunami damage estimation
Recent interest in computing fragility curves for tsunami waves has grown significantly. Both empirical studies based on assessing the behavior during past events as well as experimental or analytical studies are being prepared. In this work we use the results obtained with the first method (Nanayakkara and Dias [19]). As far as the other methods, Petrone et al. [20] developed analytical studies for the impact of tsunami wave forces on RC frames.
Nanayakkara and Dias [19] presented fragility
Comparing results: illustrating example – Setúbal, Portugal
For a 1755-like event, shaking measured in terms of EMS-98 Intensities are VII-VIII at Setúbal [3] and tsunami wave height are set at 8.1 m using tide height and modeling data provided by Santos and Koshimura [22], so it may resemble reality considering a worst-case scenario. DTM were obtained from SRTM [23] (1-arc sec, resampled to 25 m resolution). Santos and Koshimura [22] calculated the initial sea surface displacement based on the fault parameters (source dimensions of 200 km by 80 km),
Discussion, conclusions and future work
This paper intends to show that multi-hazard considerations can have an important role in the overall evaluation of impact caused by natural or man-made catastrophes. We use a very simple model to convey this eventuality which is a heuristic approximation to aggravate the damage caused by shaking with the effect of tsunami impact.
As seen in Fig. 8 or by comparing Fig. 5, Fig. 6, Fig. 7, damages are quite impressive and tsunami cannot in any case be considered separately, if the area under study
Acknowledgements
We thank the Municipality of Setúbal (SMPC) for providing data on the building stock of the town.
This work is under the framework of Instituto de Engenharia de Estruturas, Território e Construção (ICIST) and CeRIS Research Units of Instituto Superior Técnico.
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