In order to allow the comparison of the hazard spectrum (in acceleration or velocity) predicted by a hazard model to the Eurocode 8 design spectra, we provide a service to retrieve the design spectra (spectral acceleration or spectral velocity) for a given peak ground acceleration.
Calculations are done after Dogangün Adem, Ramazan Livaoglu (2006): A comparative study of the design spectra defined by Eurocode 8, UBC, IBC and Turkish Earthquake Code on R/C sample buildings. Journal of Seismology 10, pp 335-351.
User query |
Provide the EC8 design spectrum for a given peak ground acceleration and event type (earthquakes with magnitude smaller than 5.5, or larger |
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Request format |
[base-url]/ design-spectra/design_spectra_elastic_ec? lon=[longitude]&lat=[latitude]&spectratype=[smallmag|bigmag]&imt=[SV|SA]&design-acceleration=[acceleration] |
Request example |
http://appsrvr.share-eu.org:8080/share/design-spectra/design_spectra_elastic_ec?lon=7.6&lat=42.5&spectratype=bigmag&imt=SV&design-acceleration=0.02 |
Response example |
<?xml version="1.0" encoding="UTF-8" standalone="true"?> <ns2:hazardResult ns1:id="gml_id_79"> <ns2:hazardProcessing investigationTimeSpan="1.0" IDmodel="Elastic design spectra EC8, M < 5.5 (Type II), [m/s]" saDamping="0.05"/> </ns2:config> <ns2:hazardSpectraField ns1:id="gml_id_80" PoE="0.2"> <ns2:spectraPeriodList> 0.0 0.03 0.05 0.1 0.18 0.25 0.44 0.63 0.82 1.01 1.2 1.76 2.32 2.6 3.16 3.72 4.0 </ns2:spectraPeriodList> <ns2:HSNode ns1:id="gml_id_81"> <ns1:pos> 7.6 42.5 </ns1:pos> </ns1:Point> </ns2:site> <ns2:hazardSpectrum investigationTimeSpan="1.0" PoE="0.2"> <ns2:IML IMT="SV"> 0.0 1.814E-4 3.979E-4 7.958E-4 0.001432 0.001989 0.001989 0.001989 0.001989 0.001989 0.001989 0.001356 0.001029 9.182E-4 7.555E-4 6.418E-4 5.968E-4 </ns2:IML> </ns2:hazardSpectrum> </ns2:HSNode> </ns2:hazardSpectraField> </ns2:hazardResult> </ns2:nrml> |