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 | 1954 | 1975 |
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 | 789 | 1975 |
Scattering of plane SH waves by a semi‐cylindrical canyon MD Trifunac Earthquake Engineering & Structural Dynamics 1 (3), 267-281, 1972 | 765 | 1972 |
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 | 575 | 1971 |
Response of tunnels to incident SH-waves VW Lee, MD Trifunac Journal of the Engineering Mechanics Division 105 (4), 643-659, 1979 | 348 | 1979 |
Scattering of plane SH waves by a semi‐elliptical canyon HL Wong, MD Trifunac Earthquake Engineering & Structural Dynamics 3 (2), 157-169, 1974 | 342 | 1974 |
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 | 321 | 1974 |
Comparisons between ambient and forced vibration experiments MD Trifunac Earthquake Engineering & Structural Dynamics 1 (2), 133-150, 1972 | 315 | 1972 |
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 | 269 | 1971 |
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 | 266* | 1976 |
Zero baseline correction of strong-motion accelerograms MD Trifunac Bulletin of the Seismological Society of America 61 (5), 1201-1211, 1971 | 263 | 1971 |
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 | 248 | 1976 |
Apparent periods of a building. I: Fourier analysis MD Trifunac, SS Ivanović, MI Todorovska Journal of Structural Engineering 127 (5), 517-526, 2001 | 242 | 2001 |
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 | 242 | 1974 |
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 | 228 | 1982 |
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 | 224 | 2001 |
Routine computer processing of strong-motion accelerograms MD Trifunac, V Lee California Institute of Technology, 1973 | 221 | 1973 |
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 | 218 | 1975 |
Torsional accelerograms VW Lee, MD Trifunac International Journal of Soil Dynamics and Earthquake Engineering 4 (3), 132-139, 1985 | 208 | 1985 |
Complexity of energy release during the Imperial Valley, California, earthquake of 1940 MD Trifunac, JN Brune Bulletin of the Seismological Society of America 60 (1), 137-160, 1970 | 208 | 1970 |