Efficien algorithm for stress-strain evaluation in rectangular sections of reinforced concrete in not ultímate limit state

Authors

  • Elvira Sánchez Espinosa Universidad politécnica de Madrid

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Published

1991-06-30

How to Cite

Sánchez Espinosa, E. (1991). Efficien algorithm for stress-strain evaluation in rectangular sections of reinforced concrete in not ultímate limit state. Informes De La Construcción, 43(413), 93–98. Retrieved from https://informesdelaconstruccion.revistas.csic.es/index.php/informesdelaconstruccion/article/view/1381

Issue

Vol. 43 No. 413 (1991)

Section

Abstracts of PhD Dissertations

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Copyright (c) 1991 Consejo Superior de Investigaciones Científicas (CSIC)

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