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artery. It prompted the application of state of the art methods of earthquake
engineering analysis to evaluate what seismic forces and movements long bridges are
likely to experience in major earthquakes and focused attention on the need to retrofit
many of the major bridges in seismic prone areas.
References
Astaneh, A. (1989). Preliminary Report on the Seismological and Engineering
Aspects of the October 17, 1989 Earthquake , Report No. UCB/EERC-89114,
Earthquake Engineering Research Center, University of California at
Berkeley, Oct., 34-37.
EERI. (1990). "Loma Prieta Reconnaissance Report," Supplement to Earthquake
Spectra , 6, Earthquake Engineering Research Institute, 162-169.
Figure 4-2. Detail of Collapse of Span of San Francisco-Oakland Bay Bridge.
 
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