Curriculum Vitae
of Prof. Maria I. Todorovska
University of Southern California
Civil Engineering
Department, MC 2531, Los Angeles, CA 90089-2531
tel. (213) 740-0616;
FAX (213) 744-1426; E-mail: mtodorov@usc.edu
Personal web page: http://www-rcf.usc.edu/~mtodorov/
Research group web
site: http://www.usc.edu/dept/civil_eng/Earthquake_eng/
Membership in Professional Societies
Membership in Professional Committees and Journal Editorial Boards
Other Service to the Professional Community
Other Selected Professional Experience
Graduate Students co-Advised. 4
Postdoctoral Fellows Advised. 4
Computer Languages and Interpreters
Papers in Conference and Workshop Proceedings and Books
Seismological Society of America (SSA), member,
1988-.
Earthquake Engineering Research Institute
(EERI), member, 1993-.
American Society of Civil Engineers (ASCE),
member, 1998-.
Society for Industrial Applications of
Mathematics (SIAM), member, 1998-.
Indian Society of Earthquake Technology
(ISET), life member, 1998-.
American Geophysical Union (AGU), member,
2006-.
Consortium of Organizations for Strong-Motion
Observation Systems, 2000-.
American Association of University Women
(AAUW), 1998-.
Wilson Associates (USC Alumni Group), 1997-.
Founding member
and Vice Chair and Secretary/Treasurer of U.S.–Japan Natural Resources Program
(UJNR) Committee on Soil-Structure Interaction; 2004-.
Member of
Editorial Board of Soil Dynamics and Earthquake Engineering (Elsevier
Sci.. J.), 2001-.
Member of Strong
Motion Programs Board of Consortium of Organizations for Strong-Motion
Observation Systems (COSMOS); 2002-.
Member of the
Dynamics Committee, ASCE, Engineering Mechanics Division; 1996-.
Organized with M.
Celebi and Japanese counterparts I. Okawa and M. Iiba Third U.S.-Japan (UJNR) Workshop
on Soil-Structure Interaction, March 29-30, 2004, Menlo Park, CA.
Organized with
home country counterpart J. Wood two sessions on Soil-Structure Interaction at
12th World Conference on Earthquake Engineering, Oakland, New
Zealand, January 31. – February 4., 2000.
Organized with R.
Betti a session on Soil-Structure Interaction at 11th ASCE
Engineering Mechanics conferences, Ft. Lauderdale, Florida, 19-22 May, 1996.
Reviewer of
proposals for NSF and USGS.
Reviewer of
papers for: ASCE J. Eng. Mech., ASCE J. Geotech. and Geoenvir. Eng., Bull.
Seism. Soc. Am., Earthq. Eng. & Struct. Dyn, Earthquake Spectra, Soil
Dyn.& Earthq. Eng., Indian J. Earthq. Tech.
Provost's
Committee on Academic Leadership and Advancement, member 2005/2006.
Academic Senate
Committee on Non-Tenure Track Faculty, member 2005/2006, 2004/2005, 2003/2004,
2002/2003.
USC Ambassador,
2004-.
Mellon Mentoring
Program Steering Committee, member 2003/2004.
School of
Engineering Faculty Council Committee on Rights and Responsibilities of
Research Faculty, member 2002/2003.
Academic Senate
Committee in charge of producing a white paper on Non-Tenure Track Faculty,
member 2001/2002.
Panellist of
Research Faculty Forum, April 2002.
Hosted visit of
2001/2002 Provost Distinguished Visitor – Prof. Francisco Jose Sáchez-Sesma of
the Mexico National Autonomous University (UNAM).
Civil Engineering
Department Research Seminars Coordinator, 1998/1999 and 1999/2000.
Prepared and
graded Engineering Mathematics problems for Civil Engineering Department
Screening Examination.
Served on
Qualifying Examination Committees.
Interdisciplinary
research synthesizing knowledge and technology from different branches of
engineering, earth sciences, mathematics and social sciences, and aiming to
solving advanced problems in earthquake engineering and engineering mechanics.
·
Structural health monitoring.
·
Wavelets and multiscale analysis.
·
Seismic wave propagation in structures, soils and sedimentary deposits.
·
Strong motion and Probabilistic seismic hazard analysis.
·
Soil-structure interaction and Full-scale testing of structures.
·
Seismic monitoring arrays, instrumentation, data processing and
databases.
·
Organization and mining of large sets of seismic monitoring and
laboratory experiment data.
·
Assessment of damage and losses from earthquakes.
·
Passive isolation of structures.
·
Specification of earthquake resistant design criteria for structures.
·
Near-source tsunami modelling.
Undergraduate courses in Mechanics, Structures and Risk
Analysis.
Graduate courses in Earthquake Engineering and Engineering
Seismology, Dynamics of Structures, Elasticity and Wave Propagation, Engineering
Mathematics, and Probabilistic Methods.
Organize new courses in Digital Signal Processing,
Estimation Theory, and Information Management for Civil Engineering students.
Promote education in Soil-Structure Interaction.
·
Includes analysis of the effects of propagating earthquake waves
on long buildings (without major discontinuities, with stiff shear walls at the
ends, with stiff central core and with soft first floor), analytical solutions,
1987; effects of propagating waves on semi-circular dam structures, analytical
solution, 1986; probabilistic description of attenuation of earthquake
intensities in the Balkan region for probabilistic seismic risk, 1986;
diffraction of plane seismic waves from shallow circular alluvium valleys, or
soil deposits, for incident plane SH-, P- and SV-waves, and surface
Rayleigh-waves, analytical solutions, 1988; foundation-soil and
building-foundation-soil interaction for in-plane wave excitation; influence of the embedment on the system
damping, system frequency, and system response amplitudes during soil-structure
interaction, 1989-1990; source mechanism of the 1987 Whittier-Narrows
earthquake using near-field strong motion data, 1989; scattering of plane
seismic waves from shallow spherical canyons, closed-form solutions, 1989;
scattering of plane SH-, P- and SV-waves from two-dimensional canyons and
valleys with irregular boundaries, 1990-1991; seismic hazard assessment,
1991-1992; probabilistic assessment of losses caused by earthquakes, 1991;
passive isolation of buildings from strong earthquake ground motion: classical
approach and innovative ideas, 1991-1992; energy transfer in buildings during
building-foundation-soil interaction, 1992; generalization of seismic hazard
assessment to peaks in responses of structures, 1993; frequency dependent
duration of strong ground motion on the territory of former Yugoslavia, 1993;
probabilistic seismic hazard assessment of ground motion: effects of source
characteristics, attenuation with distance and local soil and geologic site
conditions, 1993-1994; application of order statistics to functionals of strong
ground motion, 1993-1994; 3-D soil-structure interaction for eccentric
buildings, 1994; dynamic response of a solid waste deposit to earthquake wave
motion, 1994; probabilistic modeling of liquefaction hazard in sands via energy
and regression over observed data, 1994; analyses of strong ground motion
during the Northridge, California, earthquake: distribution of peak
acceleration, velocity, peak strain and PSV amplitudes, nonlinear soil response
in relation to recorded peak accelerations, 1994-1996; analysis of damage
during the Northridge, 1994, earthquake (red-tagged buildings, breaks in water
pipes, fire outbreaks) in relation to recorded strong ground motion, 1996;
probabilistic mapping of earthquake induced peak strains in soils and of
liquefaction opportunity for specified exposure, 1995-1996; new developments in
earthquake data processing: algorithms for instrument calibration and for
correction of accelerograms recorded on film for misalignment and cross-axis
sensitivity, 1995-1997; analyses of differential ground motion and effects on
structures, 1995-; probabilistic hazard modeling of tsunami runup, 1997-;
simulation of generation and propagation in the near-field of tsunami created
by a source spreading with uniform velocity, 1997-; experimental analysis of
response of full scale-structures to ambient noise and to strong earthquakes,
1997-; simulation of earthquake ground motion by explosions, 1998;
identification of nonlinear
soil-structure systems from recorded seismic response (Hilbert transform, Gabor
transform and wavelet transform methods), 2000, 2003; interpretation of
recorded earthquake response of buildings by wave propagation methods, 2000-;
modeling and simulation of soil-structure interaction for structures on
flexible foundations and with deformable structure-foundation and
foundation-soil interfaces using wave expansion method, 2000-; modeling of
generation and propagation in the near-field of tsunami created by submarine
slides and slumps spreading with uniform velocity, with variable velocity, and
with variable final uplift, 2001-2002; empirical estimation of maximum distance
and minimum energy to
initiate liquefaction in water saturated sands for probabilistic seismic hazard
computations, 2002-2003; reoccurrence of damage zones—comparison of
distribution of damage to buildings and to the water distribution system caused
by the 1971 San Fernando and by the 1994 Northridge earthquakes, 2002-2003;
exploration of the applicability and possible advantages of orthonormal
wavelet bases representation of seismic vibration
data—estimation of local and global aggregates and averages of energy, power,
power spectrum density, cross-correlation, and cross-power spectrum density;
dimensionality reduction and information granulation by thresholding and by
lower resolution approximation and application to data mining, 2003; analysis
of time and amplitude dependent variations of building frequencies during
strong earthquake shaking for instrumented buildings in the Los Angeles area,
estimated from recorded earthquake response, 2003-; probabilistic
seismic hazard modeling of permanent displacement across earthquake faults for
the transportation system, 2003-; structural health monitoring and damage
detection using seismic monitoring arrays and wavelets, 2004; wave propagation
and soil-structure interaction in poroelastic soils, 2005-; structural health monitoring and
earthquake damage detection methodologies based on travel times analysis
estimated from impulse response function, 2005-; multiresolution representation
and approximation of strong ground motion database using wavelets, 2006-.
Has served as a
consultant to government agencies, oil industry, land developers, consulting
firms, and law firms on strong ground motion, seismic hazard assessment, and
strong motion data processing.
Principal Investigator
of the Los Angeles and Vicinity Strong Motion Network (1986-).
Archiving and
data processing of accelerograms recorded in the U.S. (Los Angeles Strong
Motion Network, National Strong Motion Network, Los Angeles Department of Water
and Power) and abroad (former Yugoslavia, Tadjikistan, India).
CE
525b Engineering Analysis (lecturer, USC)
CE
227 Statics and Strength of
Materials (lecturer, USC)
CE
535a,b Earthquake Engineering (taught selected lectures, USC)
CE
227 Statics and Strength of
Materials (teaching assistant, USC)
CE
228 Dynamics (teaching
assistant, USC)
CE
525a,b Engineering Analysis (teaching assistant, USC)
MATH 125
Calculus I (teaching assistant, USC)
MATH 126
Calculus II (teaching assistant, USC)
MATH 226
Calculus III (teaching assistant, USC)
Short Course
on `Seismic Risk in India', December, 12-14, New Delhi, India; organized
by Indian Inst. of Technology, Kanpur, Continuing Education Program. Course
convener Prof. V.K. Gupta. Delivered three lectures; lecture notes published in
course proceedings.
Current:
Fabian Rojas Barrales (Fulbright student)
Yousef
Al Rjoub (Ph.D., 2007)
Joint
with M.D. Trifunac: S.S. Ivanovic (Ph.D., 1998), T.-Y. Hao (Ph.D., 2002), V.
Gicev and H.S. Kim (Ph.D., 2005), R. Taborda (M.S. 2005), Hadi Meidani (2006)
Abdul
Hayir (NATO Post Doctoral Fellow from Istanbul Technical Univ., 2000-2001).
T.-Y.
Hao (2002-2004)
1.
Trifunac,
M.D., & M.I. Todorovska (1989). Attenuation of seismic
intensity in Albania and Yugoslavia, Earthquake Engrg & Struct. Dynamics,
18 (5), 617-631.
2.
Todorovska,
M.I., &
M.D. Trifunac (1989). Antiplane earthquake waves in long structures, J. Engrg
Mech., ASCE, 115 (12), 2687-2708.
3.
Todorovska,
M.I., &
V.W. Lee (1989). Seismic waves in buildings with shear walls or central core,
J. Engrg Mech., ASCE, 115 (12), 2669-2686.
4.
Todorovska,
M.I., &
M.D. Trifunac (1990). A note on the propagation of earthquake waves in
buildings with soft first floor, J. Engrg Mech., ASCE, 116 (4), 892-900.
5.
Todorovska,
M.I., &
M.D. Trifunac (1990). A note on excitation of long structures by ground waves,
J. Engrg Mech., ASCE 116 (4), 952-964.
6.
Todorovska,
M.I., &
V.W. Lee (1990). A note on response of shallow circular valleys to Rayleigh
waves: analytical approach, Earthquake Engrg & Engrg Vibration, 10 (1),
21-34.
7.
Todorovska,
M.I., &
V.W. Lee (1991). Surface motion of circular alluvial valleys of variable depth
for incident plane SH waves, Soil Dynamics & Earthquake Engrg, 10 (4),
192-200.
8.
Todorovska,
M.I., &
V.W. Lee (1991). A note on scattering of Rayleigh waves by shallow circular
canyons: analytical approach, Bull. Indian Soc. Earthquake Tech., Paper No.
306, 28 (2), 1-16.
9.
Todorovska,
M.I., &
M.D. Trifunac (1992). The system damping, the system frequency and the system
response peak amplitudes during in-plane building-soil interaction, Earthquake
Engrg & Struct. Dynamics, 21 (2), 127-144.
10. Todorovska, M.I. (1992). Effect of the depth
of the embedment on the system response during building-soil interaction, Soil
Dynamics & Earthquake Engrg, 11 (2), 111-123.
11. Todorovska, M.I. (1993). In-plane
foundation-soil interaction for embedded circular foundations, Soil Dynamics
& Earthquake Engrg, 12 (5), 283-297 .
12. Todorovska, M.I. (1993). Effects of the wave
passage and the embedment depth during building-soil interaction, Soil Dynamics
& Earthquake Engrg, 12 (6), 343-355.
13. Todorovska, M.I., & M.D. Trifunac
(1992). Effects of the base input rocking on the relative response of long
buildings on embedded foundations, European Earthquake Engrg, Vol. VI-n.1,
36-46.
14. Jordanovski, L.R., M.I.
Todorovska & M.D. Trifunac (1992). The total loss in a building exposed
to earthquake hazard, Part I: the model, European Earthquake Engrg, Vol.
VI-n.3, 14-25.
15. Jordanovski, L.R., M.I.
Todorovska & M.D. Trifunac (1992). The total loss in a building exposed
to earthquake hazard, Part II: a hypothetical example, European Earthquake
Engrg, Vol. VI-n.3, 26-32.
16. Todorovska, M.I. (1994). Comparison of
response spectrum amplitudes from earthquakes with lognormally and
exponentially distributed return period, Soil Dynamics & Earthquake Engrg,
13 (2), 97-116.
17. Todorovska, M.I. (1994). Order statistics of
functionals of strong ground motion for a class of renewal processes, Soil
Dynamics & Earthquake Engrg, 13 (6), 399-405.
18. Todorovska, M.I. (1995). A note on
distribution of amplitudes of peaks in structural response including
uncertainties of the exciting ground motion and of the structural model, Soil
Dynamics & Earthquake Engrg, 14 (3), 211-217.
19. Trifunac, M.D., M.I.
Todorovska & S.S. Ivanovic (1994). A note on distribution of
uncorrected peak ground accelerations during the Northridge, California,
earthquake of 17 January, 1994, Soil Dynamics & Earthquake Engrg, 13 (3),
187-196.
20. Novikova, E.I., M.I.
Todorovska & M.D. Trifunac (1994). Frequency dependent duration of
strong earthquake ground motion on the territory of former Yugoslavia, Part I:
magnitude models, European Earthquake Engrg, Vol. VIII-n.3, 11-25.
21. Novikova, E.I., M.I.
Todorovska & M.D. Trifunac (1994). Frequency dependent duration of
strong earthquake ground motion on the territory of former Yugoslavia, Part I:
local intensity models, European Earthquake Engrg, Vol. VIII-n.3, 26-37.
22. Todorovska, M.I., & V.W. Lee (1995). A
note on sensitivity of uniform probability spectra on modeling the fault
geometry in areas with a shallow seismogenic zone, European Earthquake Engrg,
Vol. IX-n.2, 14-22.
23. Scientists of the U.S. Geological
Survey and the Southern California Earthquake Center (1994). (Direct
contribution made by: L. Jones, K. Aki, D. Boore, M. Celebi, A. Donnelan, J.
Hall R. Harris, E. Hauksson, T. Heaton, S. Hough, K. Hudnut, K. Hutton, M.
Johnston, W. Joyner, H. Kanamori, G. Marshall, A. Michael, J. Mori, M. Murray,
D. Ponti, P. Reasenberg, D. Schwartz, L. Seeber, A. Shakal, R. Simpson, H.
Thio, J. Tinsley, M. Todorovska, M. Trifunac, D. Wald & M.L.
Zobak.). The magnitude 6.7 Northridge, California, earthquake of 17 January
1994, Science, 226, 389-397.
24. Trifunac, M.D., & M.I.
Todorovska (1996). Nonlinear soil response - 1994 Northridge, California,
earthquake, J. Geotech. Engrg, ASCE, 122 (9), 725-735.
25. Todorovska, M.I. (1996). Liquefaction hazard
assessment via seismic wave energy and SPT values, European Earthquake Engrg,
Vol. X-n.2, 24-37.
26. Todorovska, M.I., & M.D. Trifunac
(1996). Seismic hazard model for peak strains in soils during strong earthquake
shaking, Earthquake Engrg & Engrg Vibration, Vol. 16 supplement, 1-12.
27. Trifunac, M.D., M.I.
Todorovska & S.S. Ivanovic (1996). Peak velocities and peak surface
strains during the Northridge, California, earthquake of 17 January 1994, Soil
Dynamics & Earthquake Engrg, 15 (5), 301-310.
28. Todorovska, M.I. & M.D. Trifunac (1996).
Hazard mapping of normalized peak strain in soil during earthquakes:
microzonation of a metropolitan area, Soil Dynamics & Earthquake Engrg, 15
(5), 321-329.
29. Trifunac, M.D., & M.I.
Todorovska (1997). Response spectra for differential motion of columns,
Earthquake Engrg & Struct. Dynamics, 26 (2), 251-268.
30. Trifunac, M.D., & M.I.
Todorovska (1997). Northridge, California, earthquake of 1994: density of
red-tagged buildings versus peak horizontal velocity and intensity of shaking,
Soil Dynamics & Earthquake Engrg, 16 (3), 209-222.
31. Trifunac, M.D., & M.I.
Todorovska (1997). Northridge, California, earthquake of 1994: density of
pipe breaks and surface strains, Soil Dynamics & Earthquake Engrg, 16 (3),
193-207.
32. Todorovska, M.I., & M.D. Trifunac
(1997). Distribution of pseudo spectral velocity during the Northridge,
California, earthquake of 17 January, 1994, Soil Dynamics & Earthquake
Engrg, 16 (3), 173-192.
33. Todorovska, M.I., & M.D. Trifunac
(1997). Amplitudes, polarity and time of peaks of strong ground motion during
the 1994 Northridge, California, earthquake, Soil Dynamics & Earthquake
Engrg, 16 (4), 235-258.
34. Trifunac, M.D., & M.I.
Todorovska (1997). Closure by the authors of discussion of `Nonlinear soil
response - 1994 Northridge, California, earthquake' (September, 1996, Vol. 122,
No. 9 by M.D. Trifunac and M.I. Todorovska, Paper 9798), J. Geotech. Engrg,
ASCE, 123 (10), 989-990.
35. Trifunac, M.D., & M.I.
Todorovska (1998). Nonlinear soil response as a natural passive isolation
mechanism - the 1994 Northridge, California, earthquake, Soil Dynamics &
Earthquake Engrg, 17 (1), 41-51.
36. Trifunac, M.D., & M.I.
Todorovska (1998). The Northridge, California, earthquake of 1994: fire
ignition by strong shaking, Soil Dynamics & Earthquake Engrg, 17(3),
165-175.
37. Trifunac, M.D., M.I.
Todorovska & V.W. Lee (1998). The Rinaldi strong motion accelerogram of
the Northridge, California, earthquake of 17 January, 1994, Earthquake Spectra,
14(1), 225-239.
38. Trifunac, M.D., & M.I.
Todorovska (1998). Damage distribution during the 1994 Northridge,
California, earthquake in relation to generalized categories of surficial
geology, Soil Dynamics & Earthquake Engrg, 17(4), 238-252.
39. Todorovska, M.I. (1998). Cross-axis
sensitivity of accelerographs with pendulum like transducers: mathematical
model and the inverse problem, Earthquake Engrg & Struct. Dynamics, 27,
1031-1051.
40. Todorovska, M.I., E.I. Novikova, M.D.
Trifunac & S.S. Ivanovic (1998). Advanced sensitivity calibration of
the Los Angeles Strong Motion Array, Earthquake Engrg & Struct. Dynamics,
27, 1053-1068.
41. Todorovska, M.I. & M.D. Trifunac (1998).
Discussion of ' The role of earthquake hazard maps in loss estimation: a study
of the Northridge earthquake', by R.B. Olshansky, Earthquake Spectra,
14(3), 557-563.
42. Todorovska, M.I. (1999). Base isolation by a
soft first storey with inclined columns, J. of Engrg Mech., ASCE, 125(4),
448-457.
43. Trifunac, M.D., & M.I.
Todorovska (1999). Reduction of structural damage by nonlinear soil
response, J. of Structural Engrg., ASCE, 125(1), 89-97.
44. Negmatullaev, S.Kh., M.I.
Todorovska, & M.D. Trifunac (1999). Simulation of strong earthquake
ground motion by explosions-experiments at the Lyaur testing range in
Tajikistan, Soil Dynamics & Earthquake Engrg, 18(3), 189-207.
45. Trifunac, M.D., S.S.
Ivanovic, & M.I. Todorovska (1999). Experimental evidence for
flexibility of a building foundation supported by concrete friction piles, Soil
Dynamics & Earthquake Engrg, 18(3), 169-187.
46. Todorovska, M.I. & M.D. Trifunac
(1999). Liquefaction opportunity mapping via seismic wave energy, J.
Geotechnical and Geoevironmental Engrg, ASCE, 125(12), 1032-1042.
47. Trifunac, M.D., V.W. Lee & M.I.
Todorovska (1999). Common problems in automatic digitization of
accelerograms, Soil Dynamics & Earthquake Engrg, 18, 519-530.
48. Trifunac, M.D., T.Y. Hao & M.I.
Todorovska (1999). On reoccurrence of site specific response, Soil Dynamics
& Earthquake Engrg, 18(8),
569-592.
49. Trifunac, M.D. & M.I. Todorovska
(2000). Can aftershock studies predict site amplification? Northridge, CA, earthquake of 17
January, 1996, Soil Dynamics &
Earthquake Engrg, 19(4), 233-251.
50. Trifunac, M.D. & M.I. Todorovska
(2000). Long period microtremors, microseisms and earthquake damage:
Northridge, CA, earthquake of 17 January, 1994, Soil Dynamics & Earthquake
Engrg, 19(4), 253-267.
51. Ivanovic, S., M.D. Trifunac, E.I. Novikova,
A.A. Gladkov & M.I. Todorovska (2000). Ambient
vibration tests of a seven-story reinforced concrete building in Van Nuys,
California, damaged by the 1994 Northridge Earthquake, Soil Dynamics and Earthquake Engrg,
19(6), 391-411.
52. Ivanovic, S., M.D. Trifunac & M.I.
Todorovska (2000). Ambient vibration tests of structures - a review, Bull.
Indian Soc. Earthquake Tech., 37(4), 165-197.
53. Trifunac, M.D., S.S. Ivanovic & M.I.
Todorovska (2001). Apparent periods of a building I: Fourier analysis, J.
of Struct. Engrg, ASCE, 127(5), 517-526).
54. Trifunac, M.D., S.S. Ivanovic & M.I.
Todorovska (2001). Apparent periods of a building II: time-frequency analysis, J. of Struct.
Engrg, ASCE, 127(5), 527-537.
55. Todorovska, M.I.,
& M.D. Trifunac (2001). Generation of tsunamis
by slowly spreading uplift of the sea floor, Soil Dynamics and Earthquake Engrg, 21(2), 151-167.
56. Todorovska, M.I., S.S. Ivanovic & M.D. Trifunac (2001).
Wave propagation in a seven-story reinforced concrete building, Part I:
theoretical models, Soil Dynamics and Earthquake Engrg, 21(3), 211-223.
57. Todorovska, M.I., S.S. Ivanovic & M.D. Trifunac (2001).
Wave propagation in a seven-story reinforced concrete building, Part II:
observed wavenumbers, Soil Dynamics and Earthquake Engrg, 21(3), 224-236.
58. Trifunac, M.D. & M.I. Todorovska
(2001). Evolution of accelerographs, data processing, strong motion arrays and
amplitude and spatial resolution in recording strong earthquake motion, Soil Dynamics
and Earthquake Engrg, 21(6),
537-555.
59. Trifunac, M.D., & M.I. Todorovska
(2001). A note on the useable dynamic range of accelerographs recording
translation, Soil Dynamics & Earthquake Engrg, 21(4), 275-286.
60. Hayir, A., M.I. Todorovska & M.D. Trifunac (2001). Anti-plane response of
a dike with flexible structure-soil interface to incident SH-waves, Soil
Dynamics and Earthquake Engrg, 21(7), 603-613.
61. Todorovska, M.I., A. Hayir & M.D.
Trifunac (2001). Anti-plane response of a dike on a flexible embedded
foundations to incident SH-waves,
Soil Dynamics and Earthquake Engrg, 21(7), 593-601.
62. Trifunac, M.D. & M.I. Todorovska
(2002). A note on the differences in tsunami source parameters for submarine
slides and earthquakes, Soil Dynamics and Earthquake Engrg, 22(2), 143-155.
63. Todorovska, M.I., A. Hayir & M.D. Trifunac (2002). A note
on tsunami amplitudes above submarine slides and slumps, Soil Dynamics and
Earthquake Engrg, 22(2), 129-141.
64. Trifunac, M.D., A. Hayir & M.I.
Todorovska (2002). Was the
Great Banks event of 1929 a slump spreading in two directions?, Soil Dynamics and Earthquake
Engrg, 22(5), 349-360.
65. Trifunac, M.D., A. Hayir & M.I.
Todorovska (2002). A note on
the effects of nonuniform spreading velocity of submarine slumps and slides on
the near-field tsunami amplitudes, Soil Dynamics and Earthquake Engrg, 22(3),
167-180.
66. Jordanovski, L., & M.I. Todorovska (2002). Inverse
studies of the earthquake source mechanism from near-field strong motion
records, J. Indian Soc. Earthquake Technology, 36(1-2), 73-91.
67. Todorovska, M.I. (2002). Full-scale experimental studies of
soil-structure interaction, J. Indian Soc. Earthquake Technology, 39(3),
139-165.
68. Trifunac, M.D., S.S. Ivanovic & M.I.
Todorovska (2003). Wave propagation in a seven-story reinforced concrete
building, Part III: damage detection via changes in wavenumbers, Soil Dynamics
and Earthquake Engrg, 23(1), 65-75.
69. Trifunac, M.D., A. Hayir & M.I.
Todorovska (2003). A note on
tsunami caused by submarine slides and slumps spreading in one dimension with
nonuniform displacement amplitudes, Soil Dynamics and Earthquake Engrg, 23(3),
41-52.
70. Trifunac, M.D. & M.I. Todorovska
(2004). Maximum distance and minimum energy to initiate liquefaction in water
saturated sands, Soil Dynamics and Earthquake Engrg, 24(2), 89-101.
71. Trifunac, M.D. & M.I. Todorovska
(2004). 1971 San Fernando and 1994 Northridge, California, earthquakes: did the
zones with severely damaged buildings reoccur? Soil Dynamics and Earthquake Engrg, 24(3), 225-239.
72. Trifunac, M.D. & M.I. Todorovska<