Northridge welded steel moment-frame damage data and its use for rapid loss estimation

Earthquake Spectra

Volumn 19, Issue 2, 2003, Pages 335-364

  Bonowitz, David ^a   Maison, Bruce F ^a  

^a NONE   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

DATA ACQUISITION; ESTIMATION; SEISMOLOGY; WELDED STEEL STRUCTURES;

SEISMIC LOSSES;

EARTHQUAKES;

DAMAGE MECHANICS; DYNAMIC ANALYSIS; DYNAMIC RESPONSE; EARTHQUAKE DAMAGE; EARTHQUAKE ENGINEERING; NORTHRIDGE EARTHQUAKE 1994; SEISMIC DESIGN; SEISMIC RESPONSE; STEEL STRUCTURE; STRUCTURAL ANALYSIS; STRUCTURAL RESPONSE;

EID: 0037698176     PISSN: 87552930     EISSN: None     Source Type: Journal    
DOI: 10.1193/1.1573660     Document Type: Review

References (29)

1. Applied Technology Council (ATC), 1985. Earthquake Damage Evaluation Data for California (ATC-13), Redwood City, CA.
2. Bonowitz, D., and Youssef, N., 1995. SAC survey of steel moment-resisting frame buildings affected by the 1994 Northridge earthquake, Surveys and Assessment of Damage to Buildings Affected by the Northridge Earthquake of January 17, 1994, (SAC 95-06), SAC Joint Venture Partnership, December.
3. Bonowitz, D., 1998. The SAC survey: Understanding and using steel frame damage data, Proceedings of the NEHRP Conference and Workshop on Research on the Northridge, California Earthquake of January 17, 1994, vol. III-B, Consortium of Universities for Research in Earthquake Engineering.
4. Building Seismic Safety Council (BSSC), 1998. NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures, 1997 Edition, prepared for the Federal Emergency Management Agency, FEMA-302, Washington, DC.
5. Dames and Moore, 1998. Survey of Damaged Steel Moment Frame Buildings. Unpublished contractor's report to the SAC Joint Venture, Phase 2, Task 3.1.2.
6. Durkin, M., 1995. Inspection, damage, and repair of steel frame buildings following the Northridge earthquake, Surveys and Assessment of Damage to Buildings Affected by the Northridge Earthquake of January 17, 1994, (SAC 95-06), SAC Joint Venture Partnership, December.
7. Durkin, M., 1999. Collection of Data on Buildings Inspected Under the Los Angeles Inspection Ordinance, database for SAC Task 3.1.1.
8. Goel, R. K., and Chopra, A. K., 1997. Vibration Properties of Buildings Determined from Recorded Earthquake Motions, Report No. UCB/EERC-97/14, Earthquake Engineering Research Center, University of California, Berkeley.
9. Holmes, W. T., and Somers, P., editors, 1996. Northridge Earthquake of January 17, 1994: Reconnaissance Report, Supplement C to vol. 11 Earthquake Spectra, two vols., January.
10. International Conference of Building Officials (ICBO), 1997. Uniform Building Code, Whittier, CA.
11. Kaufmann, E. J., Fisher, J. W., Di Julio, R. M., Jr., and Gross, J. L., 1997. Failure Analysis of Welded Steel Moment Frames Damaged in the Northridge Earthquake (NISTIR 5944), National Institute of Standards and Technology.
12. Los Angeles Department of Building and Safety, 1998. Status of buildings ordered to comply with Ord. 170406 as of 5/4/98, unpublished.
13. Luco, N., and Cornell, C. A., 2000. Effects of connection fractures on SMRF seismic drift demands, J. Struct. Eng. 126 (1), 127-136.
14. Maison, B. F., and Bonowitz, D., 1999. How safe are pre-Northridge WSMFs? A case study of the SAC Los Angeles nine-story building, Earthquake Spectra 15 (4), 765-789.
15. Maison, B. F., and Bonowitz, D., 2000. Simplified Loss Estimation for Pre-Northridge WSMF Buildings, prepared for the SAC Joint Venture, published by the Structural Engineers Association of California, SAC/BD-99/14, Sacramento, CA, May.
16. National Institute of Building Sciences (NIBS), 1997. Earthquake Loss Estimation Methodology HAZUS97: Technical Manual, Federal Emergency Management Agency, Washington, DC.
17. Paret, T. F., and Attalla, M. R., 1998. Changing perceptions of the extent of damage to welded steel moment frames in the Northridge earthquake, Proceedings, 67th Annual Convention, Reno, Structural Engineers Association of California.
18. Paret, T. F., 1999. Clarifying the Extent of Northridge Induced Weld Fracturing and Examining the Related Issue of UT Reliability, prepared for the SAC Joint Venture, published by the Structural Engineers Association of California, SAC/BD-99/10, Sacramento, CA.
19. Reis, E., and Bonowitz, D., 2000. State of the Art Report on Past Performance of Steel Moment-Frame Buildings in Earthquakes, prepared for the SAC Joint Venture, published by the Federal Emergency Management Agency, FEMA-355E, Washington, DC.
20. SAC Joint Venture, 1995. Interim Guidelines: Evaluation, Repair, Modification and Design of Welded Steel Moment Frame Structures, prepared for the Federal Emergency Management Agency, FEMA-267, Washington, DC.
21. SAC Joint Venture, 2000a. Recommended Seismic Evaluation and Upgrade Criteria for Existing Welded Steel Moment-Frame Buildings, prepared for the Federal Emergency Management Agency, FEMA-351, Washington, DC.
22. SAC Joint Venture, 2000b. Recommended Post-earthquake Evaluation and Repair Criteria for Welded Steel Moment-Frame Buildings, prepared for the Federal Emergency Management Agency, FEMA-352, Washington, DC.
23. Scawthorn, C., Iemura, H., and Yamada, Y., 1981. Seismic damage estimation for low- and midrise buildings in Japan, Earthquake Eng. Struct. Dyn. 9, 93-115.
24. Somerville, P., 1999. Ground Motion Estimates for SAC Loss Estimation Task 3.2, report to SAC, June.
25. Structural Engineers Association of California (SEAOC), 1999. Recommended Lateral Force Requirements and Commentary, 7th Edition, Sacramento, CA.
26. Thrainsson, H., and Sigbjornsson, R., 1994. The attenuation of damage, Proceedings, Fifth U.S. National Conference on Earthquake Engineering, July 10-14, 1994, Chicago, vol. III, Earthquake Engineering Research Institute.
27. Uzarski, J., and Arnold, C., editors, 2001. Chi-Chi, Taiwan, Earthquake of September 21, 1999: Reconnaissance Report, Supplement A to vol. 17 Earthquake Spectra, April.
28. Wald, D. J., Quitoriano, V., Heaton, T. H., and Kanamori, H., 1999. Relationships between peak ground acceleration, peak ground velocity, and Modified Mercalli Intensity in California, Earthquake Spectra 15 (3), 557-564.
29. Youssef, N., Bonowitz, D., and Gross, J. L., 1995. A Survey of Steel Moment-Resisting Frame Buildings Affected by the 1994 Northridge Earthquake (NISTIR 5625), National Institute of Standards and Technology.