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Formulas are developed for internal forces, bonding moments and horizontal deflections for walls on rigid and nonrigid foundations, and design charts are given which enable these quantities to be determined rapidly; special cases of rigid and nonrigid foundations, with and without wind action, are considered and formulas derived on effect of rotation of footings; value of modulus of subgrade reaction. (See also n 3 Mar 1965 p 89-98, n 4 Apr p 127-36)
Formulas are developed for internal forces, bonding moments and horizontal deflections for walls on rigid and nonrigid foundations, and design charts are given which enable these quantities to be determined rapidly; special cases of rigid and nonrigid foundations, with and without wind action, are considered and formulas derived on effect of rotation of footings; value of modulus of subgrade reaction. (See also n 3 Mar 1965 p 89-98, n 4 Apr p 127-36)
Pierced shear-walls
Concrete Construction Eng
Magnus, D. (Autor:in)
1965
9 pages
Aufsatz (Zeitschrift)
Englisch
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