Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
MLSM of the 1989 Loma Prieta earthquake
AbstractThe use of regional attenuation in computing the local magnitude, ML, from strong motion data gathered at distances less than 100 km may lead to systematic underestimates approaching 0·5 magnitude units (Trifunac & Herak, Soil Dynamics and Earthquake Engineering, 1992, 18, 229-41). The use of the attenuation law Att(Δ), for example, with synthetic estimates of Wood-Anderson seismometer response, during the Loma Preita earthquake, leads to estimates of ML which agree with the surface wave and moment magnitudes, and which are essentially distance-independent.
MLSM of the 1989 Loma Prieta earthquake
AbstractThe use of regional attenuation in computing the local magnitude, ML, from strong motion data gathered at distances less than 100 km may lead to systematic underestimates approaching 0·5 magnitude units (Trifunac & Herak, Soil Dynamics and Earthquake Engineering, 1992, 18, 229-41). The use of the attenuation law Att(Δ), for example, with synthetic estimates of Wood-Anderson seismometer response, during the Loma Preita earthquake, leads to estimates of ML which agree with the surface wave and moment magnitudes, and which are essentially distance-independent.
MLSM of the 1989 Loma Prieta earthquake
Trifunac, M.D. (Autor:in)
Soil Dynamics and Earthquake Engineering ; 13 ; 313-316
08.03.1994
4 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Simulation of the 1989 Loma Prieta Earthquake
| British Library Conference Proceedings | 1994
1989 Loma Prieta earthquake summary report
TIBKAT | 1989
MSM-L of the 1989 Loma Prieta earthquake
| Online Contents | 1994
Report on Loma Prieta Earthquake (October 17, 1989)
| NTIS | 1990
Reflections on the October 17, 1989 Loma Prieta earthquake
| TIBKAT | 1991