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General Introduction Conclusions and RecommendationsGeorge W Housner and Paul C Jennings
IntroductionGeorge W Housner and Paul C Jennings
Dynamic Analyses of Building FailuresA Lee Benuska and Ray W Clough
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abutment aftershocks Alaska earthquake Alaska Railroad analysis Anchorage area apartment building beam bedrock Bootlegger Cove Clay Bridge caused ceiling collapsed columns concrete Copper River Highway Cordova Building cracks deformation deposits depth developed displacements earth Earthquake of 1964 Eklutna elevation Elmendorf AFB Elmendorf AFB Hospital Engineers failure floor Fort Richardson foundation frame ground motion ground shaking Highway installed J. C. Penney landslide layer lighting fixtures liquefaction liquefied load located March 27 maximum mechanism movement occurred panels partitions percent Piles embedded pipe quake quick clays reported roof samples sand and gravel sandblows sands and silts Scott Glacier seismic sensitivity Seward shaft Shannon & Wilson shear stresses shear walls shown in Figure slab slide area slope soil soil liquefaction spandrel steel strength stress structural surface tank tests tion Turnagain U.S. Army U.S. Army FIGURE U.S. Coast U.S. Geological Survey undamaged Valdez vibration Whittier zone