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Abstract This paper presents a procedure for the probabilistic analysis of time-dependent deflection of a reinforced concrete flexural member subject to a time-varying load process. Particular… Continue Reading
Abstract A simplified explicit formula for the displacement bounds of the beam‐column subjected to time‐dependent boundary constraints is proposed. The formula is derived by means of removing time… Continue Reading
In engineering work, the handling of boundary conditions is not as perfect as required due to the present immaturity of engineering techniques. Hence the actual buckling load of an element is… Continue Reading