CONSULTANTSHIPS
Atomic Energy Organization of Iran, on the project "Seismic Safety
of Base Isolated Nuclear Power Plants," 1976-78
Shiraz University Architect's Office, on the project
"Structural Steel Design of the Amphitheater and Class Room
Building," 1976
Southern Steel Company, on the project "Evaluation
of Liquefaction Potential of Shore Sites for the Foundations of Industrial Structures," 1974-75
Shiraz University Geotechnical Institute, on the
project "Site Response Evaluation for the Main Library on the
Hill," 1974
SOCIETY
AFFILIATIONS
American Society for Engineering Education (ASEE)
American Society of Civil Engineers (ASCE)
Earthquake Engineering Research Institute (EERI)
National Society of Professional Engineers (NSPE)
Ohio Society of Professional Engineer (OSPE)
Sigma Xi, Chi Epsilon
I-
PATENTS
4. U.S. Patent No. 6,536,258 (March 25,
2003 B1), “Blast Load Simulation System”
3. U.S. Patent No. 6,298,607 (October
9, 2001 B1), “Venting-Membrane System to Mitigate Blast Effects”
2. U.S. Patent No. 5,366,395 (November
22, 1994), "Pulsating Impeller"
1. U.S. Patent No. 4,633,628 (January
6, 1987), "Device for Base Isolating Structures from Lateral
and Rotational Support Motion"
II-
JOURNAL PUBLICATIONS
37. N. Mostaghel, "A Non-Standard Analysis
Approach to Systems Involving Friction," Journal of Sound and
Vibration, Vol. 284(3-5), 2005, pp. 583-595.
36. N. Mostaghel, Ryan A. Byrd, “Inversion of
Ramberg-Osgood Equation and Description of Hysteresis Loops,”
International Journal of Non-Linear Mechanics, Vol. 37, No. 8, 2002,
pp. 1319-1335.
35. N. Mostaghel, Ryan A. Byrd, “Analytical Descriptions
of Multidegree Bilinear Hysteretic Systems,” American Society of
Civil Engineers, ASCE, Journal of Engineering Mechanics, Vol. 126,
No. 6 Jun. 2000, pp. 588-598.
34. N. Mostaghel, “Analytical Descriptions of
Degenerating Hysteretic Systems,” American Society of Civil
Engineers, ASCE, Journal of Engineering Mechanics,Vol. 125, No. 2
Feb. 1999, pp. 216-224.
33. N. Mostaghel, T. Davis, “Representations of Coulomb
Friction for Dynamic Analysis,” Journal of Earthquake Engineering
and Structural Dynamics, Vol. 26, No. 5, pp 541-548, May 1997.
32. N. Mostaghel, A. Javid, “Upward Shift of A
Natural Frequency Through Preforming,” Iranian Journal of Science
& Technology Vol. 21, No.3, pp 313-321, 1997.
31. N. Mostaghel, K.C. Fu, Q. Yu, "Shifting
Natural Frequencies of Plates Through Preforming," Journal of
Earthquake Engineering and Structural Dynamics, Vol. 24, pp 411-418,
1995.
30. Qiulin Yu, N. Mostaghel, K.C. Fu, "Effects
of Initial Curvature on the Natural Frequency of a Thin Plate on
Hinge Supports," American Society of Civil Engineers, ASCE,
Journal of Engineering Mechanics, Vol. 120 No. 4 Apr. 1994, pp.
796-813.
29. N. Mostaghel, J.M. Kelly, P. Clark,
"Stability of R-FBI Bearings, Analysis & Experiments,"
Journal, Earthquake Spectra, Vol.8, No. 2, 1992, pp. 259-277.
28. N. Mostaghel, A.R. Mortazavi, "An
Assessment of SEAONC Draft Code for Resilient Sliding
Isolators," Journal, Earthquake Engineering& Structural
Dynamics, Vol. 20, No. 6, pp 523-533, 1991.
27. G. Ahmadi, N. Mostaghel, I.G. Tadjbakhsh,
"Performance Analysis of Aseismic Base Isolation Systems for
Multi-Story Building," Journal of Soil Dynamics and Earthquake
Engineering, Vol. 10, No. 3, pp152-171, 1991.
26. G. Ahmadi, N. Mostaghel, A.A. Nowroozi,
"Earthquake Risk Analysis of Iran-V: Probabilistic Seismic
Risks for Various Peak Ground Accelerations," Iranian Journal
of Science & Technology, Vol. 13, pp115-156, 1989.
25. N. Mostaghel, M. Khodaverdian, "Seismic
Response of Structures Supported on R-FBI System," Journal of
Earthquake Engineering and Structural Dynamics, Vol. 16 pp. 839-854,
1988.
24. N. Mostaghel, M. Khodaverdian, "Dynamics of
Resilient-Friction Base Isolator," Journal of Earthquake
Engineering and Structural Dynamics, Vol. 15, No. 3, pp. 379-390,
1987.
23. N. Mostaghel, "Response Bounds for
Hysteretic Second Order Systems," Quarterly Applied
Mathematics, Vol. XLV, No. 1, 1987.
22. N. Mostaghel, A.G. Hernried, "Seismic
Inelastic Design Spectra," Journal of Earthquake Engineering
and Structural Dynamics, Vol.14, No. 3, pp. 379-389, 1986.
21. N. Mostaghel, A Response Bound for Hysteretic
Second Order Systems," Quarterly of Applied Mathematics, Vol.
XLIII, Number 2,1985.
20. G. Ahmadi, N. Mostaghel, "On Dynamics of a
Structure with a Frictional Foundation," Journal de Mechanique
Theorique et Applique, Vol. 3, No. 2, pp. 271-285, 1984.
19. N. Mostaghel and J. Tanbakuchi, "Response
of Sliding Structures to Earthquake Support Motion," Journal of
Earthquake Engineeringand Structural Dynamics, Vol. 11, No. 6, pp.
729-748, 1983.
18. N. Mostaghel, M. Hejazi and J. Tanbakuchi,
"Response of Sliding Structures to Harmonic Support
Motion," Journal of Earthquake Engineering and Structural
Dynamics, Vol. 11, pp. 355- 366, 1983.
17. G. Ahmadi and N. Mostaghel, "Bounds on
Earthquake Response of Elastic Columns," International Journal
of Earthquake Engineering and Structural Dynamics, Vol. 10, pp.
769-777, 1982.
16. N. Mostaghel and G. Ahmadi, "Estimation of
the Peak Horizontal Ground Acceleration Based on the Peak
Accelerations of the Components, "Bulletin of the Seismological
Society of America, No. 2, Vol 72, pp. 637-642,April 1982.
15. N. Mostaghel and G. Ahmadi, "Construction
of Site Dependent Design Spectra," Bulletin of New Zealand
National Society for Earthquake Engineering, Vol. 14, No. 4, pp.
244-252, December 1981.
14. G. Ahmadi, N. Mostaghel and A.A. Nowroozi,
"Earthquake Risk Analysis of Iran-IV," The Bulletin of the
Iranian Petroleum Institute, No. 82, Second Quarter, pp. 1-21, 1981.
13. G. Ahmadi and N. Mostaghel, "Stability and
Upper Bound to the Response of Tall Structures to Earthquake Support
Motion," Journalof Structural Mechanics, Vol. 8, No. 2, pp.
151-159, 1980.
12. N. Mostaghel and G. Ahmadi, "Smooth Site
Dependent Spectra," Journal, Nuclear Engineering and Design,
Vol. 53, pp. 2263-300,1979.
11. N. Mostaghel and K. Habibagahi, "Cyclic
Liquefaction Strength of Sands," Journal of Earthquake
Engineering and Structural Dynamics, Vol. 7, pp. 213-233 1979.
10. G. Ahmadi and N. Mostaghel, "On the
Stability of Columns Subjected to Nonstationary Random or
Deterministic Support Motion," Journal of Earthquake
Engineering and Structural Dynamics, Vol. 6, No. 3, 1978.
9. N. Mostaghel, "Stability Regions of Hill's
Equation, "Journal of the Institute of Mathematics and Its
Applications, Vol. 19,pp. 253-259, 1977.
8. N. Mostaghel and K. Habibagahi, "Effects of
Self-Weight and Buoyancy on the Buckling of Submerged Columns,"
Iranian Journal of Science and Technology, Vol. 6, pp. 1-5, 1977.
7. G. Ahmadi and N. Mostaghel, "On the
Stability of a Class of Nonstationary Nonlinear Random
Systems," International Journal of System Science, Vol. 7, No.
6, June 1976.
6. N. Mostaghel, A.A. Nowroozi, "Earthquake
Response of Hills," Bulletin of Seismological Society of
America, Vol. 65, No. 6, pp.1733-1742, 1975.
5. N. Mostaghel, "Stability of Columns
Subjected to Earthquake Support Motion," Journal of Earthquake
Engineering and Structural Dynamics, Vol. 3, pp. 347-352, 1975.
4. N. Mostaghel and I. Tadjbakhsh, "Buckling of
Rotating Rods and Plates," International Journal of Mechanical
Science, Vol. 15,pp. 429-434, 1973.
3. N. Mostaghel and J.L. Sackman, "On the
Stability of Hill's Equation," Journal of the Franklin
Institute, Vol 289, No. 2, 1970.
2. N. Mostaghel and J.L. Sackman, "A Stability
Analysis Through Liapunov's Direct Method," The Logistics
Review, Vol. 6, No. 27,pp. 3-16, 1970.
1. C.B. Brown and N. Mostaghel, "Modulus and
Strength of Reinforced Matrices," Journal of Materials, Vol. 2,
No. 1, pp. 120-130,1967.
III-
PROCEEDING PUBLICATIONS
18. Anil Nair, N. Mostaghel, "Control of Moment
Resisting Frames by a Gap Knee-Bracing System," Proc. of the
Fifth U.S. National Conference on Earthquake Engineering, Chicago,
July 10-14, 94.
17. Qiulin Yu, K.C. Fu, N. Mostaghel, "The
Influence of Preform on the Vibration Mode of a Thin Plate,"
Proc., ASCE, Fifth International Conference on Computing in Civil
Engineering, Anaheim, California, June 7-9, 1993
16. N. Mostaghel, M. Khodaverdian, "R-FBI
Analyses &Experiments," Seismic, Shock, and Vibration
Isolation, American Societyof Mechanical Engineers, ASME, PVP- Vol.
222, pp 7-14, 1991.
15. N. Mostaghel, A.R. Mortazavi, "Code
Versus Analysis Design Displacement For R-FBI System," American
Society of Mechanical Engineers, ASME, Pressure Vessels &
Piping, PVP - Vol. 181, 1989.
14. Fa-Gung Fan, G. Ahmadi, N. Mostaghel, I.G.
Tadjbakhsh, "Fourier and Response Spectra For Base Isolated
Structures," American Society of Mechanical Engineers, ASME,
Pressure Vessels & Piping, PVP - Vol.181, pp. 29-33, 1989.
13. Fa-Gung Fan, G. Ahmadi, I.G. Tadjbakhsh, N.
Mostaghel,"A Comparison of Performances of Various
Frictional Base Isolation Systems, "American Society of Civil
Engineers, ASCE, Structural Congress, San Francisco, CA May 1-5,
1989.
12. N. Mostaghel, S.H. Lo, E. Buman, "Design of
R-FBI Bearings for Seismic Isolation," American Society of
Mechanical Engineers, ASME, Pressure Vessels & Piping, PVP -
Vol. 147, pp. 15-20, 1988.
11. N. Mostaghel, M. Khodaverdian, B.F. Flint,
"Seismic Response Abatement of Power Plants and Internal
Components," Seismic Engineering, Recent Advances in Design,
Analysis, Testing & Qualification Methods, American Society of
Mechanical Engineers, ASME, Pressure Vessels &Piping, PVP - Vol.
127, 445-453, 1987.
10. N. Mostaghel, "Resilient-Friction Base
Isolator (R-FBI)," Proc. of ATC Seminar on Base Isolation and
Energy-Dissipation Devices, San Francisco, California, pp 221-230
1986.
9. N. Mostaghel, M. Hejazi, M. Khodaverdian,
"Response of Structures Supported on Resilient-Friction Base
Isolator (R-FBI)," Proc.3rd U.S. National Conference on
Earthquake Engineering, Charleston, South Carolina, pp 1993-2003,
August 1986.
8. G. Ahmadi, A.A. Nowroozi and N. Mostaghel,
"Seismic Acceleration Risk Analysis of Iran," Proc. of
Eighth World Conference on Earthquake Engineering, San Francisco,
California, Vol. II. pp. 69-76,July 1984.
7. N. Mostaghel and M. Shahabi, "Strong Ground
Motion Duration and Effective Cyclic Acceleration," Proc. of
Eighth World Conference on Earthquake Engineering, San Francisco,
California, Vol. II, pp. 843-850,July 1984.
6. N. Mostaghel and J. Tanbakuchi, "Response of
Structures on Slinky Type Supports," American Society of Civil
Engineers, ASCE National Convention, Paper No. 83-007, May 1983,
Philadelphia, PA.
5. N. Mostaghel and M. Khojasteh-Bakht,
"Mitigating Roof Collapse in Adobe Dwellings," Vol. I,
Proceedings of International Workshopon Earthen Buildings in Seismic
Areas, University of New Mexico, Albuquerque, May 24-28, 1981.
4. N. Mostaghel and G. Ahmadi, "A Simplified
Procedurefor Obtaining Site Dependent Design Spectra," Proc.
Seventh World Conference on Earthquake Engineering, pp. 151-154,
September 3- 13, 1980, Ankara, Turkey.
3. N. Mostaghel and G. Ahmadi, "Determination
of Equivalent Material Properties for Masonry," Proc. Second
Iranian Congress of Civil Engineering, Shiraz University, (formerly
Pahlavi University), May 1976.
2. N. Mostaghel, R. Mayes, R.W. Clough and S.W.
Chen, "A Study on the Major Factors Influencing the Strength of
Masonry Prisms,"Proc. Second Iranian Congress of Civil
Engineering, Pahlavi University, May 1976.
1. R.L. Mayes, N. Mostaghel, R.W. Clough and W.L.
Dickey, "Cyclic Tests of Masonry Piers," Proceedings of
the Third Congress of Yugoslav Associations for Earthquake
Engineering, pp. 85-96, September, 1974.
IV-
CONTRIBUTION TO BOOKS AND MONOGRAPHS
3. A short chapter in the book, Almost The Real Thing,
Simulation In Your High-Tech World, Gloria Skurzynski, Bradbury
Press, 1991.
2. H. Chung, N. Mostaghel, Ed., "Seismic Shock
and Vibration Isolation," American Society of Mechanical
Engineers, ASME, Pressure Vessels& Piping, PVP-Vol. 147, 1988.
1. K. Habibagahi, N. Mostaghel, "Methods of
Improving Low-Cost Construction Materials Against Earthquake,"
New Horizons Construction Materials, Vol. 1, Ed. Hsai-Yang Fang,
Envo Publishing Company, Inc., Pennsylvania, pp. 461-475, 1976.
V-
REPORTS
23. N. Mostaghel, Ryan A. Byrd, “Inversion of Ramberg-Osgood
Equation and Description of Hysteresis Loops,” Report No. UT-CE/St
01-101, Department of Civil Engineering, University of Toledo, March
2001.
22. N. Mostaghel, Ryan A. Byrd, “Analytical Descriptions
of Multidegree Bilinear Hysteretic Systems,” Report No. UT-CE/St
99-104, Department of Civil Engineering, University of Toledo, June
1999.
21. N. Mostaghel, Randolph, B.W., "Bomb Blast
Container" Report No. UT-CE/ST 99-102, Patent Disclosure,
University of Toledo, Office of Research and Economic Development,
March, 1999.
20. N. Mostaghel, “A Blast Load Simulation
System,” Report No. UT-CE 98-103, Patent Disclosure, Office for
Research and Development, University of Toledo, September, 1998.
19. N. Mostaghel, “Analytical Descriptions of
Degenerating Hysteretic Systems,” Report No. UT-CE/St
98-102,Department of Civil Engineering, University of Toledo,
February 1998.
18. N. Mostaghel, Randolph, B.W., "Fuel Container
Safety System" Report No. UT-CE/ST 98-101, Patent Disclosure,
University of Toledo, Office of Research and Economic Development,
January, 1998.
17. N. Mostaghel, “Interim Technical Report To The
Office Of Naval Research On The Pulsating Impeller,” Grant #
N00014-96-1-0091,December 1996.
16. N. Mostaghel, Jiwan D. Gupta,
“Venting-Membrane System to Mitigate Blast Effects,” Report No.
UT-CE 96-101, Patent
Disclosure, Office for Research and Development, University of
Toledo, November, 1996.
15. N. Mostaghel, J.M. Kelly, A.R. Mortazavi,
"Design Procedure for R-FBI Bearings," Report No. UTEC
88-31, Department of Civil Engineering, University of Utah, April
1988.
14. N. Mostaghel, "Stability Analysis of R-FBI
Bearings, "Report No. UTEC 88-037, Department of Civil
Engineering, University ofUtah, April 1988.
13. N. Mostaghel, "Taisei Base Isolated
Demonstration Building, "Report No. UTEC 88-064, Department of
Civil Engineering, University of Utah, July 1988.
12. N. Mostaghel, J.M. Kelly, "Design Procedure
for R-FBI Bearings," Report No. UCB/EERC-87/18, Earthquake
Engineering Research Center, University of California, Berkeley,
1987.
11. N. Mostaghel, Brett F. Flint, "Experimental
Evaluation of R- FBI Bearing," Report No. 86-089 UTEC86,
Department of Civil Engineering, University of Utah, Salt Lake City,
Utah, September 1986.
10. N. Mostaghel, "Aseismic Base Isolation,"
Workshop on Mitigating Earthquake Risk in Older Buildings,"
January 16-18, 1985, Salt Lake City,Utah
9. N. Mostaghel, "Resilient-Friction Base
Isolator (R-FBI), Report No. UTEC 84-097, Department of Civil
Engineering, University of Utah, November 1984.
8. N. Mostaghel, "Pneumatic Base
Isolation," Report No. UTEC 83-055, Department of Civil
Engineering, University of Utah, July1983.
7. N. Mostaghel and M. Khojasteh-Bakht, "Rural
Housing Plan to Mitigate Earthquake Effects," Earthquake
Engineering Center Report EEC-78-3, School of Engineering, Shiraz
University, (formerly Pahlavi University), (in Persian), October
1978.
6. N. Mostaghel and G. Ahmadi "Spectra for
Rude-Karun Site, "prepared for Atomic Energy Organization of
Iran, December 1978.
5. M. Khojasteh-Bakht and N. Mostaghel,
"Evaluation of Strength of Masonry Structures Against
Earthquakes," Report No. 2, EEC-76-2, Earthquake Engineering
Center, Shiraz University, (in Persian), October1976.
4. N. Mostaghel, M. Khojasteh-Bakht, Progress Report
No.2, "Methods of Improving Resistance of Masonry Structures
Against Earthquakes, "Earthquake Engineering Center, Shiraz
University, Report No. 1, EEC-76-1,April 1976.
3. N. Mostaghel, M. Khojasteh-Bakht, Progress Report
No.1, "Methods of Improving Resistance of Masonry Structures
Against Earthquake, "Department of Civil Engineering, Shiraz
University, (formerly Pahlavi University), January 1975.
2. M. Khojasteh-Bakht, N. Mostaghel, "Study of
a 2500 Low Cost Housing Project in Bandar Abbas from the Standpoint
of Its Earthquake Resistance," Report No. 022, Department of
Civil Engineering, School of Engineering, Pahlavi University,
Shiraz, (in Persian), June 1971.
1. N. Mostaghel, J.L. Sackman, "Stability of
Some Nonlinear Systems," SESM Research Report No. 68-2, U.S.
Army Research Offices Project No. 4547-E, 1968.
