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- W1990609899 abstract "Abstract An investigation is made of the relative effectiveness of using either a top or bottom connecting beam to stiffen a pair of laterally loaded coupled shear walls supported on independent elastic foundations. By basing the analysis on the continuous medium approach, a closed solution to the problem is achieved. A numerical example for a typical structure illustrates the influence of the stiffening beams on the forces and deformations in the structure for two different soil conditions." @default.
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- W1990609899 date "1984-01-01" @default.
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- W1990609899 title "Stiffening of laterally loaded coupled shear walls on elastic foundations" @default.
- W1990609899 doi "https://doi.org/10.1016/0360-1323(84)90006-4" @default.
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