Curriculum Vitae
of Prof. Maria I. Todorovska
Civil Engineering
Department, MC 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-.
Member of
Editorial Board of Earthquake Spectra,
Earthquake Research Institute, 2008-.
Member of
Editorial Board of Soil Dynamics and Earthquake Engineering (Elsevier
Sci.. J.), 2001-.
Guest Editor, Bull. Seism. Soc. Am., Special issue on Rotational
Seismology and Engineering Applications” (Lee WHK, Celebi M, Todorovska MI, Igel H
eds.), Vol. 99, May 2009, in press.
Member of Panel
on Wind and Seismic Effects of U.S.-Japan Natural Resources Program (UJNR),
2005-.
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-.
Organizer of First International Workshop on Rotational Seismology and Engineering Applications, Menlo Park, 2007.
Organizer of Third and Fourth U.S.-Japan (UJNR) Workshop on Soil-Structure Interaction, Menlo Park, 2004; Tsukuba, 2007.
Founding member of International Working Group on Rotational Seismology, 2006-.
Organized sessions at World Conferences on Earthquake Engineering, European Conferences on Earthquake Engineering, ASCE conferences and AGU meetings.
Reviewer of proposals for NSF, USGS and foreign science foundations.
Reviewer of papers for: ASCE J. Eng. Mech., ASCE J. Geotech. and Geoenvir. Eng., ASCE J. of Structural Eng., Bull. Seism. Soc. Am., Geofísica Internacional, Earthq. Eng. & Struct. Dyn, Earthquake Spectra, Soil Dyn.& Earthq. Eng., Indian J. Earthq. Tech., J. Sound & Vib., Archive of Applied Mechanics, Mechanics Research Communications, Acta Mechanica, IEEE Spectrum, IEEE Trans. Signal Processing, Canadian J. Civil Engineering, etc..
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.
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 and Soil-structure system
identification.
·
Rotational seismology and engineering applications.
·
Seismic wave propagation in structures, soils and sedimentary deposits.
·
Wavelets and multiscale analysis.
·
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-.
soil-structure system identification from full-scale measurements, 2007-;
rotational seismology, 2007-.
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
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
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), Fabian Rojas Barrales (2007).
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,
38. Trifunac, M.D., & M.I.
Todorovska (1998). Damage distribution during the 1994
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
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?
50. Trifunac, M.D. & M.I. Todorovska
(2000). Long period microtremors, microseisms and earthquake damage:
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
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
72. Trifunac, M.D. & M.I. Todorovska (2006). Discussion of “Re-examination of damage distribution in Adapazari: geotechnical considerations” [Engineering Structures 2005; 27:1002-13], Engineering Structures, 28(3), 466-467.
73. Todorovska, M.I. & Y. Al Rjoub (2006). Plain strain soil-structure interaction model for a building supported by a circular foundation embedded in a poroelastic half-space, Soil Dynamics and Earthquake Engrg, 26(6-7), 694-707. (Special issue on Biot Centennial – Earthquake Engineering).
74.
Todorovska,
M.I. &
Y. Al Rjoub (2006). Effects
of rainfall on soil-structure system frequency: examples based on
poroelasticity and a comparison with full-scale measurements, Soil Dynamics and Earthquake Engrg, 26(6-7),
708-717. (Special issue on Biot
Centennial – Earthquake Engineering).
79. Todorovska, M.I. and M.D. Trifunac (2008). Impulse response analysis of the Van Nuys 7-story hotel during 11 earthquakes and earthquake damage detection, Structural Control and Health Monitoring, 15(1), 90-116; DOI: 10.1002/stc.208.
80. Todorovska MI, Al Rjoub Y (2009). Environmental effects on measured structural frequencies – model prediction of short-term shift during heavy rainfall and comparison with full-scale observations, Structural Control and Health Monitoring, in press, DOI: 10.1002/stc.260.
81. Trifunac MD, Todorovska MI, Manić MI, Bulajić BĐ (2009). Variability of the fixed-base and soil-structure system frequencies of a building – the case of Borik-2 building, Structural Control and Health Monitoring, in press, DOI: 10.1002/stc.277.
82. Todorovska MI, Meidani H, Trifunac MD (2009). Wavelet approximation of earthquake strong ground motion - goodness of fit for a database in terms of predicting nonlinear structural response, Soil Dynamics and Earthquake Engrg, doi:10.1016/j.soildyn.2008.08.001. in press.
83. Todorovska MI (2009). Seismic interferometry of a
soil-structure interaction model with coupled horizontal and rocking response,
Bull. Seism. Soc. Am., 99(2A), doi:
10.1785/0120080191, in press.
84. Todorovska MI (2009). Soil-structure system identification of Millikan Library North-South response during four earthquakes (1970-2002): what caused the observed wandering of the system frequencies? Bull. Seism. Soc. Am., 99(2A), doi: 10.1785/0120080333, in press.
85. Todorovska, M.I. & T.-Y. Hao (2008). Wavelet domain dimensionality reduction of seismic vibration monitoring data—error analysis, submitted for publication to J. of Sound and Vibration.
Reprints
of most journal papers can be viewed at http://www.usc.edu/dept/civil_eng/Earthquake_eng/Todorovska_j_papers
Reprints of selected
papers can be viewed at http://www.usc.edu/dept/civil_eng/Earthquake_eng/Selected_Publ/Selected_Publ.htm
1.
L.R.
Jordanovski, V.W. Lee, M.I. Mani 'c, T. Olumceva, C. Sinadinovski, M.I.
Todorovska & M.D. Trifunac (1987). Strong earthquake ground motion data
in EQINFOS :
2.
Trifunac, M.D.,
V.W. Lee, H. Cao & M.I. Todorovska (1988). Attenuation of
intensities in the Balkan countries, Rep. No. CE
88-01, Dept. of Civil Engrg,
3.
Todorovska,
M.I., M.D. Trifunac &
V.W. Lee (1988). Investigation of earthquake response of long buildings, Rep.
No. CE
88-02, Dept. of Civil Engrg,
4.
Trifunac, M.D.,
& M.I. Todorovska (editors) (1989). Methodology for selection of
earthquake design motions for important engineering structures, Rep. No. CE
89-01, Dept. of Civil Engrg,
5.
Todorovska,
M.I., & M.D. Trifunac
(1990). Analytical model for in-plane building-foundation-soil interaction:
incident P-, SV- and Rayleigh waves, Rep. No. CE
90-01, Dept. of Civil Engrg,
6.
Todorovska,
M.I., & M.D. Trifunac
(1991). Radiation damping during two-dimensional building-soil interaction,
Rep. No. CE
91-01, Dept. of Civil Engrg,
7.
Jordanovski,
L.R., M.I. Todorovska & M.D. Trifunac (1991). A model for assessment
of the total loss in a building exposed to earthquake hazard, Rep. No. CE
91-05, Dept. of Civil Engrg,
8.
Gupta, I.D., V.
Rambabu & R.G. Joshi (1993). Strong earthquake ground motion data in
EQINFOS for
9.
Chandrasekaran,
A.R., & J.D. Das (1993). Strong earthquake ground motion data in EQINFOS
for
10.
Novikova, E.I.,
M.I. Todorovska & M.D. Trifunac (1993). A preliminary study of the
duration of strong earthquake ground motion on the territory of former
11.
Todorovska,
M.I., & M.D. Trifunac
(1993). The effects of the wave passage on the response of base-isolated
buildings on rigid embedded foundations, Rep. No. CE
93-10, Dept. of Civil Engrg,
12.
Trifunac, M.D.,
L.R. Jordanovski & M.I. Todorovska (1994). Broad band extension of
pseudo relative velocity spectra of strong ground motion, Second year (1993/94)
technical report prepared for California Department of Transportation, and City
and County of Los Angeles, for the project entitled: `Characteristics of
earthquake ground motion for seismic design (Task H-1)', Univ. of Southern
California, Los Angeles, California. Also published as CE
94-02.
13.
V.W. Lee, M.D.
Trifunac, M.I. Todorovska & E.I. Novikova (1995). Empirical equations
describing attenuation of horizontal peaks of strong ground motion in terms of
magnitude, distance, path effects and site conditions, Third year (1994/95)
technical report prepared for California Dept. of Transportation, and City and
County of Los Angeles, for the Project Entitled: `Characteristics of earthquake
ground motion for seismic design (Task H-1)', Univ. of Southern California, Los
Angeles, California. Also published as CE
95-02.
14.
Todorovska,
M.I., E.I. Novikova, M.D.
Trifunac & S.S. Ivanovic (1995). Correction for misalignment and cross-axis
sensitivity of strong earthquake motion recorded by SMA-1 accelerographs, Rep.
No. CE
95-06, Dept. of Civil Engrg,
15.
Todorovska,
M.I., I.D. Gupta, V.K.
Gupta, V.W. Lee & M.D. Trifunac (1995). Selected topics in probabilistic
seismic hazard assessment, Rep. No. CE
95-08, Dept. of Civil Engrg,
16.
M.I. Todorovska, M.D. Trifunac, V.W. Lee, C.D. Stephens,
K.A. Fogleman, C. Davis and R. Tognazzini (1999). The ML = 6.4
17.
Trifunac, M.D.,
S.S. Ivanovic & M.I. Todorovska (1999). Instrumented 7-storey
reinforced concrete building in
18.
S.S. Ivanovic,
M.D. Trifunac, E.I. Novikova, A.A. Gladkov & M.I. Todorovska (1999).
Instrumented 7-storey reinforced concrete building in
19.
Trifunac, M.D.,
A. Hayir & M.I. Todorovska (2001). Near-field tsunami waveforms from
submarine slumps and slides, Rep. USC CE
01-01, Dept. of Civil Engrg, Univ. of Southern California, Los Angeles,
California.
20.
Trifunac, M.D.,
T-Y. Hao & M.I. Todorovska (2001). Response of a 14-story reinforced
concrete structure to nine earthquakes: 61 years of observation in the
21.
Trifunac, M.D.,
T-Y. Hao & M.I. Todorovska (2001). On energy flow in earthquake
response. Report CE
01-03, Dept. of Civil Engrg.,
22.
Trifunac, M.D.,
A. Hayir & M.I. Todorovska (2001). Tsunami waveforms from submarine
slides and slumps spreading in two dimensions, Report CE
01-06, Dept. of Civil Engrg.,
23.
Todorovska,
M.I. (2001). Estimation of
instantaneous frequency of signals using the continuous wavelet transform,
Report CE
01-07, Dept. of Civil Engrg.,
24.
Todorovska,
M.I.&T.-Y.
Hao (2003). Information granulation and dimensionality reduction of
seismic vibration monitoring data using orthonormal discrete wavelet transform
for possible application to data mining, Report CE
03-02, Dept. of Civil Engrg., Univ. of Southern California, Los
Angeles, California, pp.171.
25.
Hao, T.Y., M.D.
Trifunac & M.I. Todorovska (2004). Instrumented buildings of
University of Southern California—strong motion data, metadata and
soil-structure system frequencies, Report CE
04-01, Dept. of Civil Engrg., Univ. of Southern California, Los
Angeles, California, pp.
558.
26.
Todorovska,
M.I., T.-Y.
Hao & M.D. Trifunac (2004). Building periods for use in earthquake resistant design codes -
earthquake response data compilation and analysis of time and amplitude
variations,
Report CE
04-02, Dept. of Civil Engrg., Univ. of Southern California, Los
Angeles, California, pp. 272.
27. Todorovska, M.I.
and M.D. Trifunac (2005). Methodology for probabilistic assessment of
permanent ground displacement across earthquake faults for the transportation
system, METRANS Report for project 03-27, pp. 40.
28. Todorovska, M.I., and M.D. Trifunac (2006). Impulse response analysis of the Van Nuys 7-story hotel during 11 earthquakes (1971-1994): one-dimensional wave propagation and inferences on global and local reduction of stiffness due to earthquake damage, Report CE 06-01, Dept. of Civil Engrg., Univ. of Southern California, Los Angeles, California, pp. 61.
29. Todorovska MI (2007). Building periods for use in earthquake resistant design codes – earthquake response data compilation and analysis of time and amplitude variations, Final project report submitted to USGS External Research Program.
1.
Todorovska,
M.I.
(1992). Radiation damping during two-dimensional building-soil interaction,
Proc. 10th World Conf. Earthquake Engr., 19-24 July 1992, Madrid, Spain, pp.
1549-1554.
2.
Jordanovski,
L.R., & M.I. Todorovska (1995). Earthquake source parameters for
seismic hazard assessment: how to obtain them from geoloogic data, historic
seismicity and relative plate motions, in G. Duma (Ed.), Proc. 10th European
Conf. Earthquake Engrg, Aug. 28 -
3.
Todorovska,
M.I.,
4.
Todorovska,
M.I.
(1995). Effects of earthquake source parameters on uniform probability response
spectra, in G. Duma (Ed.), Proc. 10th European Conf. Earthquake Engrg,
Aug. 28 -
5.
Todorovska,
M.I.
(1994). The effects of the wave passage and the dynamic soil-structure
interaction on the response of base-isolated buildings on rigid embedded
foundations, in G. Duma (Ed.), Proc. 10th European Conf. Earthquake Engrg,
Aug. 28 - Sept. 2, 1994, Vienna, Austria. Sess. 5.3: Base isolation, Balkema,
6.
Novikova,
E.I., & M.I. Todorovska (1994). Comparison of the duration of strong
ground motion in the western
7.
Todorovska,
M.I., &
L.R. Jordanovski (1994). A probabilistic model for assessment of the total
earthquake losses for a building, in G. Duma (Ed.), Proc. 10th European
Conf. Earthquake Engrg, Aug.
28 - Sept. 2, 1994, Vienna, Austria. Sess. 8.1: Seismic capacity assessment,
Balkema,
8.
Todorovska,
M.I.
(1995). Uniform probability response spectra for selecting site specific design
motions, Proc. Third Int. Conf. on Recent Advances in Geotechnical Earthquake
Engineering and Soil Dynamics,
9.
Todorovska,
M.I.
(1996). Soil-structure interaction for base-isolated buildings, Proc. 11th
Engrg Mech. Conf., ASCE, 19-22 May, 1996, Ft. Lauderdale, Florida, Session 1-I:
Soil-structure interaction, Vol. 1, pp. 172-175.
10. Todorovska, M.I. (1998). Strong motion
recordings of the 1994 Northridge, California, earthquake at stations of the
Los Angeles Strong Motion Array, Proc. Northridge Earthquake Research Conf.,
20-22 August, 1997, Los Angeles, CUREe, Richmond, CA, 1998, Vol. II, pp.
II.413-420.
11. Todorovska, M.I. (1998). Quick reference
liquefaction opportunity maps for a metropolitan area, in P. Dakoulas, M.
Yegian, and R. Holtz (Eds.), Geotechnical Earthquake Engineering and Soil
Dynamics III, Geotech. Spec. Public. No. 75, ASCE, Vol. 1, pp. 116-127,
Proc. Third ASCE Specialty Conf. on Geotechnical Earthquake Engineering and
Soil Dynamics, 3-6 August, 1998, Seattle, Washington.
12. Trifunac, M.D., & M.I.
Todorovska (1998). Amplification of strong ground motion and damage
patterns during the 1994
13. Todorovska, M.I. (1998). Passive control of
structural response by a soft first storey with inclined columns, Proc. 12th
Engrg Mech. Conf., ASCE, 17-20 May, 1998, La Jolla, California, Session:
Structural Control, pp. 249-252.
14. Todorovska, M.I. (1998). Soil liquefaction
criteria based on seismic wave energy and application to probabilistic seismic
hazard assessment, Proc. 12th Engrg Mech. Conf., ASCE, 17-20 May, 1998, La
Jolla, California, Session: Liquefaction, pp.1017-1020.
15. Trifunac, M.D., & M.I.
Todorovska (1998). Relative flexibility of a building foundation, in M.
Celebi and I. Okawa (Eds.), Proc. US-Japan Workshop on Soil-Structure
Interaction, Menlo Park, California, 20-23 Sept., 1998, USGS Open File Report
99-142, pp. 20.
16. Todorovska, M.I. (1999). On tsunami
generation by slowly spreading submarine processes, Proc. 13th Engrg Mech. Conf.,
ASCE, 13-16 June, 1999, Baltimore, Maryland, pp. 5.
17. Trifunac, M.D., & M.I.
Todorovska (2001). Recording and interpreting earthquake response of
full-scale structures, in M. Erdik, M. Celebi, V. Mihailov, and N. Apaydin
(Eds.), Proc. NATO Advanced Research Workshop on Strong-Motion
Instrumentation for Civil Engineering Structures, June 2-5, 1999, Istanbul,
Turkey, Kluwer Academic Publishers, 2001, pp. 24.
18. Ivanovic, S.S., M.D.
Trifunac & M.I. Todorovska (2001). On identification of damage
in structures via wave travel times, in M. Erdik, M. Celebi, V. Mihailov, and
N. Apaydin (Eds.), Proc. NATO Advanced Research Workshop on Strong-Motion
Instrumentation for Civil Engineering Structures, June 2-5, 1999, Istanbul,
Turkey, Kluwer Academic Publishers, 2001, pp. 21.
19. Todorovska, M.I. & M.D. Trifunac (2000).
Response spectra for differential motion of columns, Proc. 12 WCEE, 31 Jan. -
20. Trifunac, M.D., M.I.
Todorovska and T.Y. Hao (2001). Full-scale experimental studies of
soil-structure interaction - a review, Proc. 2nd U.S.-Japan Workshop on
Soil-Structure Interaction, March 6-8, 2001, Tsukuba City, Japan, pp. 52.
21. Todorovska, M.I., A. Hayir & M.D.
Trifunac (2001). Flexible versus rigid foundation models of soil-structure
interaction: incident SH-waves, Proc. 2nd U.S.-Japan Workshop on Soil-Structure
Interaction,
22.
Trifunac,
M.D., T.Y. Hao & M.I.
Todorovska (2001). Energy
of earthquake response as a design tool, Proc. 13th Mexican National Conf.
on Earthquake Engineering,
23.
Trifunac, M.D.,
& M.I. Todorovska (2003). Tsunami source parameters of
submarine earthquakes and slides, in L. Locat and J. Mienert (Eds.), Submarine
Mass Movements and Their Consequences, Kluwer Academic Publishers, Boston,
Massachusetts, 2003, pp. 121-128, Proc. 1st International Symposium, as part of
the EGS-AGU-EUG Joint Meeting, Nice (France) April 7-11, 2003.
24.
Trifunac,
M.D., A. Hayir & M.I. Todorovska (2003). Near-field amplitudes of
tsunami from submarine slumps and slides, in A.C. Yalciner, E. Pelinovsky, E.
Okal and C.E. Synolakis (Eds.), Submarine Slides and Tsunamis, NATO
Science Series, Kluwer Academic Publishers, 2003, pp. 59-68. Proc. NATO
Advanced Research Workshop on Underground Water Failures, Tsunami Generation,
Modeling, Risk and Mitigation,
25.
Todorovska,
M.I., and
T.-Y. Hao (2004). Representation
and compression of structural vibration monitoring data using wavelets as a
tool in data mining, Proc. 13 World Conference on Earthquake Engineering,
Aug. 1-6, 2004, Vancouver, British Columbia, Paper No. 2954, pp. 15.
26.
Todorovska,
M.I, T.-Y.
Hao and M.D. Trifunac (2004). Time
and amplitude variations of building-soil system frequencies during strong
earthquake shaking for selected buildings in the Los Angeles, Proc. Third UJNR Workshop
on Soil-Structure Interaction,
27.
Todorovska,
M.I., and V.W. Lee (2004). Strong
Motion data processing and recording at University of Southern California,
Proc. Invited Workshop on Strong-Motion Record Processing, Organized by
Consortium for Strong Motion Observation Programs (COSMOS),
28. Todorovska, M.I., and M.D. Trifunac (2005). Structural Health
Monitoring by Detection of Abrupt Changes in Response Using Wavelets:
Application to a 6-story RC Building Damaged by an Earthquake. Proc. 37th Joint Panel Meeting on Wind and Seismic Effects, 16-21 May 2005, Tsukuba, Japan, U.S.-Japan
Natural Resources Program (UJNR), pp. 20.
29. Todorovska, M.I., and M.D. Trifunac (2005). Damage detection in a 6-story reinforced
concrete building using wavelets, Proc. Earthquake Engineering
in the 21st Century (EE-21C),
30.
Todorovska,
M.I., M.D. Trifunac and V.W.
Lee (2005). Probabilistic
assessment of permanent ground displacement across earthquake faults, Proc. Earthquake
Engineering in the 21st Century (EE-21C), Skopje-Ohrid, Macedonia, August
27-September 1, 2005, pp. 11.
31. Todorovska, M.I., & MD Trifunac (2006). A note on probabilistic assessment of
fault displacement hazard, Proc. 8th National Conference on
Earthquake Engineering (commemorating the 100th anniversary of the 1906
earthquake),
32. Todorovska, M.I., MD Trifunac & T.Y. Hao
(2006). Variations of apparent building
frequencies - lessons from full-scale earthquake observations, Proc.
First European Conference on Earthquake Engineering and Seismology (a joint
event of the 13th ECEE & 30th General Assembly of the
ESC), Geneva, Switzerland, 3-8 September 2006, Paper Number: 1547, pp. 9.
33. Todorovska MI, Al Rjoub Y
(2007). Soil-structure Interaction in a poroelastic medium and short term
building frequency shift following heavy rainfall – the case with seepage force, Proc. 4th UJNR
Workshop on Soil-Structure Interaction, March 29-31, 2007, Tsukuba, Japan, pp.
19.
34. Todorovska MI, Trifunac MD (2008).
Earthquake damage detection in structures and early warning, Proc. 14th World
Conference on Earthquake Engineering,
35. Trifunac MD, Todorovska MI, Manić MI, Bulajić BĐ
(2008). Threshold changes in building frequencies of vibration associated with
structural damage - study of full-scale observations in the Borik-2 building in
former
36. Todorovska MI, Igel H, Trifunac MD, Lee WHK (2008). Rotational Earthquake Motions - International Working Group and its Activities, Proc. 14th World Conference on Earthquake Engineering, October 12-17, 2008, Beijing, China, Paper 03-02-0031, pp. 10.
37.
Todorovska MI (2008). Identification of
fixed-base and rigid body frequencies of vibration of soil-structure systems
from recorded response with minimum instrumentation, Proc. 14th World
Conference on Earthquake Engineering, October 12-17, 2008, Beijing, China,
Paper 11-0173, pp. 10.
38. Todorovska MI, Igel H, Trifunac MD, Lee WHK (2008). Rotational Earthquake Motions - International Working Group and its Activities, Proc. 14th World Conference on Earthquake Engineering, October 12-17, 2008, Beijing, China, Paper 03-02-0031, pp. 10.
39. Todorovska MI
(2009). Earthquake damage:
detection and early warning in man-made structures, Chapter in “Encyclopedia of
Complexity and System Science”, R.A. Meyers
(Ed.), Section on Complexity
in Earthquakes, Tsunamis, and Volcanoes, and Forecasting and Early Warning of
their Hazards, W. H. K. Lee (Section Ed.). Springer.
40. Todorovska MI (2009). Separation of the effects of soil-structure interaction in frequency estimation of buildings from earthquake records, Proc. NATO Advanced Research Workshop 983188 on Coupled site and soil-structure interaction effects with application to seismic risk mitigation, Borovec, Bulgaria, 30 Aug. – 3 Sept., 2008, to be published as book by Springer.
41.
Todorovska MI,
Al Rjoub Y. (2009). Soil-structure
interaction and Biot’s theory of wave propagation in poroelastic media as
possible explanation for observed changes of apparent frequencies of vibration
of a building with heavy rainfall, Proc. The Fourth Biot Conference on Poromechanics, Columbia University, New York, June 8-10,
2009, pp. 6. in press.
Reprints
of most journal papers can be viewed at http://www.usc.edu/dept/civil_eng/Earthquake_eng/Todorovska_j_papers
Reprints of selected
papers can be viewed at http://www.usc.edu/dept/civil_eng/Earthquake_eng/Selected_Publ/Selected_Publ.htm
1.
Strong motion
building response data of the Northridge earthquakes of
2.
Strong ground
motion data of ML=7.0 Hector Mine earthquake of
3.
Strong ground
motion data of ML=6.4 Northridge earthquake of
4.
Strong ground
motion data of ML=6.4 Northridge earthquake of
Ph.D.
Thesis: `Investigation of earthquake response of long buildings', Feb. 1988,
presented to the
M.Sc.
Thesis: `Surface motion of circular alluvial valleys of variable depth for
incident plane SH waves', Dec. 1988, presented to the
Dr.
V.W. Lee, Professor, Dept. of Civil Engrg, KAP 212,
Dr.
W.A. Harris, Jr., Professor, Dept. of Mathematics,
Dr. Antonio Ortega,
Professor, Dept. of Electrical Engineering,
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