CILAMCE2015-0051 HEALTH MONITORING AND NUMERICAL MODELING OF STRUCTURES

Experimental and numerical determination of the axial load in structural tie-rods with complex boundary conditions

Luca Collini¹; Rinaldo Garziera¹; Kseniia Riabova¹

¹ University of Parma

Baixar PDF doi:10.20906/CPS/CILAMCE2015-0051

Resumo

This work introduces an automated algorithm for the calculation of the axial load acting in structural tie-rods. The numerical process starts from the experimental determination of the dynamic behaviour of the tie-rods, and is aimed at determining the optimal stiffness at the tie-rod/wall interface. The results are of great interest for the assessment of the stability of an entire building.

Palavras-chave: Numerical algorithm; Tie-rods; Winkler bed.

Como citar

Luca Collini; Rinaldo Garziera; Kseniia Riabova. “Experimental and numerical determination of the axial load in structural tie-rods with complex boundary conditions”. XXXVI Ibero-Latin American Congress on Computational Methods in Engineering. CILAMCE2015. 2015. DOI: 10.20906/CPS/CILAMCE2015-0051