Παρακολούθηση
Mihailo Trifunac
Mihailo Trifunac
Professor of Civil Engineering, Univ. of Southern California
Η διεύθυνση ηλεκτρονικού ταχυδρομείου έχει επαληθευτεί στον τομέα usc.edu - Αρχική σελίδα
Τίτλος
Παρατίθεται από
Παρατίθεται από
Έτος
A study on the duration of strong earthquake ground motion
MD Trifunac, AG Brady
Bulletin of the Seismological Society of America 65 (3), 581-626, 1975
20061975
On the correlation of seismic intensity scales with the peaks of recorded strong ground motion
MD Trifunac, AG Brady
Bulletin of the Seismological Society of America 65 (1), 139-162, 1975
7961975
Scattering of plane SH waves by a semi‐cylindrical canyon
MD Trifunac
Earthquake Engineering & Structural Dynamics 1 (3), 267-281, 1972
7791972
Surface motion of a semi-cylindrical alluvial valley for incident plane SH waves
MD Trifunac
Bulletin of the Seismological Society of America 61 (6), 1755-1770, 1971
5831971
Response of tunnels to incident SH-waves
VW Lee, MD Trifunac
Journal of the Engineering Mechanics Division 105 (4), 643-659, 1979
3591979
Scattering of plane SH waves by a semi‐elliptical canyon
HL Wong, MD Trifunac
Earthquake Engineering & Structural Dynamics 3 (2), 157-169, 1974
3501974
Surface motion of a semi-elliptical alluvial valley for incident plane SH waves
HL Wong, MD Trifunac
Bulletin of the Seismological Society of America 64 (5), 1389-1408, 1974
3241974
Comparisons between ambient and forced vibration experiments
MD Trifunac
Earthquake Engineering & Structural Dynamics 1 (2), 133-150, 1972
3181972
Analysis of the Pacoima dam accelerogram—San Fernando, California, earthquake of 1971
MD Trifunac, DE Hudson
Bulletin of the seismological Society of America 61 (5), 1393-1411, 1971
2741971
Zero baseline correction of strong-motion accelerograms
MD Trifunac
Bulletin of the Seismological Society of America 61 (5), 1201-1211, 1971
2691971
Preliminary empirical model for scaling Fourier amplitude spectra of strong ground acceleration in terms of earthquake magnitude, source-to-station distance, and recording site …
MD Trifunac
Bulletin of the Seismological Society of America 66 (4), 1343-1373, 1976
268*1976
Preliminary analysis of the peaks of strong earthquake ground motion—dependence of peaks on earthquake magnitude, epicentral distance, and recording site conditions
MD Trifunac
Bulletin of the Seismological Society of America 66 (1), 189-219, 1976
2501976
Apparent periods of a building. I: Fourier analysis
MD Trifunac, SS Ivanović, MI Todorovska
Journal of Structural Engineering 127 (5), 517-526, 2001
2472001
A three-dimensional dislocation model for the San Fernando, California, earthquake of February 9, 1971
MD Trifunac
Bulletin of the Seismological Society of America 64 (1), 149-172, 1974
2441974
A note on rotational components of earthquake motions on ground surface for incident body waves
MD Trifunac
International Journal of Soil Dynamics and Earthquake Engineering 1 (1), 11-19, 1982
2331982
A note on the useable dynamic range of accelerographs recording translation
MD Trifunac, MI Todorovska
Soil dynamics and Earthquake engineering 21 (4), 275-286, 2001
2262001
Two-dimensional, antiplane, building-soil-building interaction for two or more buildings and for incident planet SH waves
HL Wong, MD Trifunac
Bulletin of the Seismological Society of America 65 (6), 1863-1885, 1975
2241975
Routine computer processing of strong-motion accelerograms
MD Trifunac, V Lee
California Institute of Technology, 1973
2231973
Should average shear-wave velocity in the top 30 m of soil be used to describe seismic amplification?
VW Lee, MD Trifunac
Soil Dynamics and Earthquake Engineering 30 (11), 1250-1258, 2010
2122010
Torsional accelerograms
VW Lee, MD Trifunac
International Journal of Soil Dynamics and Earthquake Engineering 4 (3), 132-139, 1985
2091985
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