DefinePK

Abstract

The calculation algorithm for the concrete frameworks of the monolithic buildings is offered. This algorithm makes allowance for the concrete creep and the modulus of instantaneous elasticity changes in accordance with [1]. The algorithm is based on the network approximation element method [2] with time effect which allows taking into account as physical nonlinearity of the concrete behavior so the concrete creep and the sequence of erection of the monolithic framework simultaneously. The examples of the realization of algorithm can be found in the program “Method of the network approximation of elements - erection and creep”.