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The relation between earthquakes and engineering substructures
Proper design of engineering substructures for resistance to earthquake must consider: location with respect to known seismically active faults; nature of soil in which structure is to be constructed; nature and type of superstructure; assumption of probable acceleration of ground during earthquake; and design of substructure for assumed acceleration with reasonable factor of safety. (See also - discussion no. 10, Dec. 1928, pp. 2749-2754)
The relation between earthquakes and engineering substructures
Proper design of engineering substructures for resistance to earthquake must consider: location with respect to known seismically active faults; nature of soil in which structure is to be constructed; nature and type of superstructure; assumption of probable acceleration of ground during earthquake; and design of substructure for assumed acceleration with reasonable factor of safety. (See also - discussion no. 10, Dec. 1928, pp. 2749-2754)
The relation between earthquakes and engineering substructures
Am. Soc. Civ. Engrs. -- Proc
Dewell, H.D. (author)
1928
7 pages
Article (Journal)
English
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The relation between earthquakes and engineering substructures
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