This paper presents a general analytical formulation of the variable static scheme problem valid in the cases of rigid or deformable restraints. Both external loads and non-mechanical imposed strains, such as shrinkage, are considered during the construction phases. Subsequently, structures built sequentially from repetitive parts are studied. Some results of a wide parametric analysis are shown and a straightforward method for regular design, which permits evaluating the long-term restraint reactions starting from the values obtained by a normal elastic analysis, is proposed.

Un metodo semplificato per l’analisi viscoelastica di strutture in c.a. costruite per assemblaggio ripetitivo di elementi prefabbricati

LEONI, Graziano;
2006-01-01

Abstract

This paper presents a general analytical formulation of the variable static scheme problem valid in the cases of rigid or deformable restraints. Both external loads and non-mechanical imposed strains, such as shrinkage, are considered during the construction phases. Subsequently, structures built sequentially from repetitive parts are studied. Some results of a wide parametric analysis are shown and a straightforward method for regular design, which permits evaluating the long-term restraint reactions starting from the values obtained by a normal elastic analysis, is proposed.
2006
0000000000
273
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11581/200438
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