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Static stiffness coefficients for circular foundations embedded in an elastic medium.
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Static stiffness coefficients for circular foundations embedded in an elastic medium.
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Author:
Elsabee, Farid
Citable URI:
http://hdl.handle.net/1721.1/33236
Department:
Massachusetts Institute of Technology. Dept. of Civil and Environmental Engineering
Publisher:
Massachusetts Institute of Technology
Date Issued:
1975
Description:
Thesis. 1975. M.S.--Massachusetts Institute of Technology. Dept. of Civil Engineering.Bibliography: leaves 105-111.
URI:
http://hdl.handle.net/1721.1/33236
Keywords:
Civil and Environmental Engineering, Foundations, Soil mechanics, Buildings Earthquake effects, Finite element method, Elastic solids
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Civil and Environmental Engineering - Master's degree
Civil and Environmental Engineering - Master's degree
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