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Los Alamos Reports

Unless identified as SRD (Secret Restricted Data), these reports are available to the public from the National Technical Information Service, Springfield, VA.

Contact  

  • Institute Director
  • Charles Farrar
  • (505) 663-5330
  • Email
  • UCSD EI Director
  • Michael Todd
  • (858) 534-5951
  • Program Administrator
  • Ellie Vigil
  • (505) 667-2818
  • Email
  • Office Administrator
  • Vacant

Los Alamos Reports

  • E. Figueiredo, G. Park,  J. Figueiras,  C. R. Farrar, and K. Worden, “Structural Health Monitoring Algorithm Comparisons Using Standard Datasets,”  Los Alamos National Laboratory report LA-14393 (2009)
  • C. R. Farrar, K. Worden, M. D. Todd, G. Park, J. Nichols, D. E. Adams, M. T. Bement, and K. Farinholt, “Nonlinear System Identification for Damage Detection,” Los Alamos National Laboratory report, LA-14353  (2007).
  • G. Park, C. R.  Farrar, M. D. Todd, W. Hodgkiss and  T. Rosing “Power Harvesting for Embedded Structural Health Monitoring Sensing Systems,”  Los Alamos National Laboratory report, LA-14314-MS  (2007).
  • H. Sohn, C. R. Farrar, F. M. Hemez, D. D. Shunk, D. W. Stinemates, and B. R. Nadler, “A Review of Structural Health Monitoring Literature from 1996-2001,” Los Alamos National Laboratory report LA-13976-MS (2004).   
  • C. R. Farrar, H. Sohn, F. M. Hemez, M. C. Anderson, M. T. Bement, P. J. Cornwell, S. W. Doebling, N. Lieven, A. N. Robertson and J. F. Schultze “Damage Prognosis: Current Status and Future Needs,” Los Alamos National Laboratory report LA-14051-MS (July 2003).   
  • D. Allen, H. Sohn, K. Worden and C. R. Farrar, “Damage Detection in Mechanical Structures Using Extreme Value Statistics,” Los Alamos National Laboratory report, LA-13903-MS (August 2002).
  • H. Sohn, C. Farrar, N. Hunter and K. Worden, “Applying the LANL Statistical Pattern Recognition Paradigm for Structural Health Monitoring to Data from a Surface-Effect Fast Patrol Boat,” Los Alamos National Laboratory Report Los Alamos National Laboratory report LA-13761-MS, (Jan. 2001).
  • C. R. Farrar, P. J. Cornwell, S. W. Doebling, M. B. Prime, "Structural Health Monitoring Studies of the Alamosa Canyon and I-40 Bridges," Los Alamos National Laboratory report, LA-13635-MS (July, 2000).
  • J. Lake, C. R. Farrar and N. Hunter “Simulated Flight Tests on S/N 2033 at the Pantex Plant (U)”, Los Alamos National laboratory Report ESA-MT-99-78-SRD, (October, 1999)
  • M. S. H. Kam, B. C. Hoerst, P. J. Cornwell, and C. R. Farrar, “A Study of the Site Vibration Characteristics for the Fechin Institute in Taos, New Mexico,” Los Alamos National Laboratory report ESA-EA 97-1, (August, 1997).
  • C. R. Farrar, W. E. Baker, R. S. Goodman, and S. W. Doebling, “ A Study of the Site Vibration Characteristics for the NORSAM HD ROM Plant in Espanola, New Mexico,” Los Alamos National Laboratory report ESA-EA 96-1, (August, 1996).
  • S. W. Doebling, C. R. Farrar, M. B. Prime, and D. W. Shevitz, "Damage Identification and Health Monitoring of Structural and Mechanical Systems From Changes in their Vibration Characteristics: A literature Review,” Los Alamos National Laboratory report LA-13070-MS (April 1996).
  • C. R. Farrar, and D. Jauregui, "Damage Detection Algorithms Applied to Experimental and Numerical Modal Data From the I-40 Bridge," Los Alamos National Laboratory report LA-13074-MS (March 1996)
  • C. R. Farrar, T. A. Duffey, P. A. Goldman, D. V. Jauregui, J. S. Vigil, "Finite Element Analysis of the I-40 Bridge Over the Rio Grande," Los Alamos National Laboratory report LA-12979-MS, (February 1996).
  • C. R. Farrar, W. E. Baker, T. M. Bell, K. M. Cone, T. W. Darling, T. A. Duffey, A. Eklund, and A. Migliori, "Dynamic Characterization and Damage Detection in the I-40 Bridge over the Rio Grande," Los Alamos National Laboratory report LA-12767-MS, (June 1994).
  • J. G. Bennett, P. Goldman, D. Williams, C.R. Farrar, “A Comparison of the Dynamics Stiffness of the Goldcrown GC-500 Grinding Machine for Three Slide Designs,” Los Alamos National Laboratory report LA- 12705-MS, (January 1994).
  • T. A. Duffey, A. Goldman, C. R. Farrar, "Shear Wall Ultimate Drift Limits," LA-12649-MS, NUREG/CR-6104 (March 1994).
  • C. R. Farrar and W. E. Baker, "Damping in Low-Aspect-Ratio Reinforced Concrete Shear Walls," Los Alamos National Laboratory report LA-12201-MS, NUREG/CR-5776 (May 1993).
  • C. R. Farrar and W. E. Baker, "Stiffness of Low-Aspect-Ratio Reinforced Concrete Shear Walls," Los Alamos National Laboratory report LA-12181-MS, NUREG/CR-5755 (January 1993)
  • C. R. Farrar, T. A. Duffey, and P. A. Goldman, "Seismic Buckling Capacity of the NPR-HWR Containment Shell," Los Alamos National Laboratory report LA-12359-MS (July 1992).
  • C. R. Farrar, W. E. Baker, and R. C. Dove, "Static and Simulated Seismic Testing of the TRG-7 Through -16 Shear Wall Structures," Los Alamos National Laboratory report LA-11992-MS, NUREG/CR-5660 (September 1991).
  • S. P. Girrens and C. R. Farrar, "Experimental Assessment of Air Permeability in a Concrete Shear Wall Subjected to Simulated Seismic Loading," Los Alamos National Laboratory report LA-12124-MS, (July 1991).  5)
  • C. R. Farrar, J. G. Bennett, W. E. Baker, W. E. Dunwoody, "Static Load Cycle Testing of a Very Low-Aspect-Ratio Six-Inch Wall TRG-Type Structure TRG-6-6 (0.27, 0.50), "Los Alamos National Laboratory report LA-11796-MS, NUREG/CR-5533 (November 1990).
  • C. R. Farrar, J. G. Bennett, W. E. Dunwoody, W. E. Baker, "Static Load Cycle Testing of a Low-Aspect-Ratio Four-Inch Wall, TRG-Type Structure TRG-5-4 (1.0, 0.56)." Los Alamos National Laboratory report LA-11739-MS, NUREG/CR-5487 (November 199).
  • C. R. Farrar, J. G. Bennett, W. E. Dunwoody, W. E. Baker, "The Seismic Category I Structures Program Results for FY 1987," Los Alamos National Laboratory report LA-11607-MS, NUREG/CR-5369 (October 1990).
  • C. R. Farrar, J. G. Bennett, W. E. Dunwoody, and W. E. Baker, "Static Load Cycle Testing of a Low-Aspect-Ratio Six-inch Wall, TRG-type Structure TRG-4-6 (1.0, 0.25)," Los Alamos National Laboratory report LA-11422-MS, NUREG/CR-5222 (June 1989).
  • C. R. Farrar and C. M. Alvord, "Use of Linear Reduced-Stiffness Analytical Models to Predict Seismic Response of Damaged Concrete Structures," Los Alamos National Laboratory report LA-11444-MS, NUREG/CR-5237 (May 1989).
  • J. G. Bennett, R. C. Dove, W. E. Dunwoody, C. R. Farrar, and P. Goldman, "The Seismic Category I Structures Program: Results for FY 1986," Los Alamos National Laboratory report LA-11377-MS, NUREG/CR-5182 (September 1988).
  • C. R. Farrar, R. C. Dove, and J. C. Hedstrom, "Instrumentation of the Santa Clara and Nambe Bridges During The Confined Physics Research Facility Generator Transportation," Los Alamos National Laboratory report LA-11373-MS, (September 1988).
  • C. R. Farrar and J. G. Bennett, "Experimental Assessment of Damping in Low Aspect Ratio, Reinforced Concrete Shear Wall Structures," Los Alamos National Laboratory report LA-11325-MS, NUREG/CR-5154 (August 1988).
  • J. G. Bennett, R. C. Dove, W. E. Dunwoody, C. R. Farrar, and P. Goldman, "The Seismic Category I Structures Program: Results for FY 1985," Los Alamos National Laboratory report LA-11117-MS, NUREG/CR-4998 (December 1987).
  • J. G. Bennett, R. C. Dove, W. E. Dunwoody, C. R. Farrar, and P. Goldman, "Simulated Seismic Tests on 1/42- and 1/14-Scale Category I, Auxiliary Buildings," Los Alamos National Laboratory report LA-11093-MS, NUREG/CR-4987 (October 1987).
  • R. C. Dove, J. G. Bennett, C. Farrar, and C. A. Anderson, "Seismic Category I Structures Program: Final Report, FY 1983-84," Los Alamos National Laboratory report LA-11013-MS, NUREG/CR-4924 (September 1987).
  • C. R. Farrar, "Prediction of Nonlinear Structural Response in LMFBR Elevated-Temperature Piping," Los Alamos National Laboratory report LA-10090-MS, NUREG/CR-3845 (June 1986).
  • C. R. Farrar and D. I. Thrasher, “Iterative curve fit of a power law equation to solid propellant shift factor data,” Air Force Rocket Propulsion Laboratory, special progress report, Jun. 1981 - Jan. 1982.