El comportamiento post-critico de las vigas de acero armadas con chapas delgadas

C. L. Torregiani; H. A. Cervera; A. E. F. Cecchini; N. E. Moncada

doi:10.3989/ic.1986.v38.i381.1761

Post critical performances of steel beams reinforced with thin plates

Authors

C. L. Torregiani IMAE
H. A. Cervera IMAE
A. E. F. Cecchini IMAE
N. E. Moncada IMAE

DOI:

https://doi.org/10.3989/ic.1986.v38.i381.1761

Abstract

An advance of expositions concerning the method of ultimate strength or post-critical strength of steel beams reinforced with thin plates is presented. This method is being object of experimental researches at the Applied Mechanics and Structures Institute (IMAE) of the Mathematics and Engineering Faculty, National University, Rosario (Argentina).

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Published

1986-06-30

How to Cite

Torregiani, C. L., Cervera, H. A., Cecchini, A. E. F., & Moncada, N. E. (1986). Post critical performances of steel beams reinforced with thin plates. Informes De La Construcción, 38(381), 31–36. https://doi.org/10.3989/ic.1986.v38.i381.1761

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Issue

Vol. 38 No. 381 (1986)

Section

Research Articles

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