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Home: Practices: Civil/Structural Engineering: Earthquake Engineering: Nisqually Earthquake Reconnaissance

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The February 28, 2001 Nisqually (Seattle) earthquake struck the south Puget Sound area at 10:55 am (PST) causing minor building damage over portions of western Washington. This earthquake, with a moment magnitude Mw = 6.8, was slightly smaller than the 1949 earthquake in the Olympia area which measured 7.1. Damage from the Nisqually earthquake was also less than the 1965 Seattle-Tacoma earthquake, which had a magnitude of 6.5. Because the recent Nisqually earthquake occurred at a depth of 32 miles (52 km), ground shaking and associated structural damage were relatively limited, although the earthquake was felt throughout most of the populated areas of western Washington. It is postulated that the fault responsible for the earthquake is 18.5 x 6 miles (30 x 10 km) in area and had approximately 3 feet (1 meter) of vertical movement. This movement occurred within the descending ocean crust, which acts like a conveyor belt transporting the ocean floor under the North American continent. Maximum accelerations were approximately 0.3 g in the Olympia and Seattle areas compared to a maximum of approximately 0.93 g in the 1994 Northridge earthquake and 0.64 g in the 1989 Loma Prieta earthquake. Ground shaking from the earthquake tended to be strongest in river valleys draining into Puget Sound. Liquefaction, which occurs when strong shaking in loose, water-saturated sandy soils causes the soils to liquefy much like quick sand, resulted in sand boils and lateral spreading that was usually found in low-lying areas around Puget Sound. Numerous areas experienced landslides, and there are reports of at least one rockslide in the Cascades and an underwater slide in Lake Washington.

Structural damage was most prevalent in older unreinforced masonry buildings and non-structural members, such as chimneys and parapet walls. Failure of masonry walls, parapets, and chimneys occurred in Olympia, Seattle, Tacoma, and their outlying environs. Minor damage was found in wood frame, concrete, and steel frame structures. Much of the damage was to nonstructural portions of buildings, including contents and architectural finishes. Some of the more widely reported damage, such as the control tower at the Seattle-Tacoma International Airport, was a result of its age and design; for the most part steel and concrete frame buildings fared well. Minor structural damage has also been observed on a number of the area’s bridges, such as spalled concrete on support columns and flaked paint where steel members yielded, but only four of the area’s older bridges received significant damage. Fortunately damage in the Puget Sound area from deep-seated earthquakes over the past 50 years has been relatively limited, however historical records suggest that larger and more damaging earthquakes associated with subduction zone and crustal earthquakes have occurred throughout history. Read more about how the Nisqually earthquake compares with other major earthquakes.

Dr. John D. Osteraas, P.E., a Principal Engineer and Practice Director of Exponent's Civil/Structural Engineering practice based in Menlo Park, California, specializing in issues related to structures, soils, earthquakes and construction, including structural safety and damage assessment, structural and construction failure analysis, building design, and construction technology.

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