Engineering Implications of Ground Motions on Welded Steel Moment Resisting Frame Buildings

Author:

Pradel Daniel

Publisher

Springer Netherlands

Reference9 articles.

1. Dewey, J.W., et al. (1995): “Intensity Distribution and Isoseismal Maps for the Northridge, CA, Earthquake of Jan. 17, 1994”, USGS Open-File Report No. 95-92, Denver, CO, USA.

2. Durkin, M.E. (1995): “Inspection, Damage and Repair of Steel Frame Buildings following the Northridge Earthquake”, SAC Report No. 95-06, Sacramento, CA, USA.

3. Chang, S. W., Bray, J.D., and Seed, R.B. (1996), “Engineering Implications of Ground Motions from the Northridge Earthquake”, Bulletin of the Seismological Society of America, Vol. 86,No. 1B, pp. S270–S288.

4. EERI (1996): “Northridge Earthquake Reconnaissance Report, Vol.2”, Earthquake Spectra, Supplement C to Vol. 11, pp. 33–47.

5. Engelhardt, M.D., and Husain, A.S. (1993): “Cyclic-Loading Performance of Welded Flange-Bolted Web Connections” ASCE Journal of Structural Engineering, Vol. 119,No. 12, pp. 3537–3550.

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