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Shearing failure in beams represented by statically-indeterminate truss mechanism
Method of analysis to determine shearing resistance by truss mechanism is described and use of Morsch truss action as complete solution is shown to be inadequate; comparison between calculated and experimental results.
Shearing failure in beams represented by statically-indeterminate truss mechanism
Method of analysis to determine shearing resistance by truss mechanism is described and use of Morsch truss action as complete solution is shown to be inadequate; comparison between calculated and experimental results.
Shearing failure in beams represented by statically-indeterminate truss mechanism
Concrete Constr Eng
Baker, A.L.L. (Autor:in) / Ahmad, S. (Autor:in)
1963
Aufsatz (Zeitschrift)
Englisch
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