Generalizacion de un metodo riguroso para el diseño del refuerzo transversal de columnas de concreto reforzado (Generalisation of a rigorous method for the design of transverse reinforcement of RC columns)

C. Miramontes-Zapata, Juan Martinez-Rueda, D. Miramontes-De-Leon

Research output: Chapter in Book/Conference proceeding with ISSN or ISBNConference contribution with ISSN or ISBN

Abstract

The article introduces non-iterative semi-empirical expressions to apply a rigorous method for the design of transverse reinforcement of concrete sections. This iterative method defines the amount of transverse reinforcement required to balance the loss of strength due to loss of section cover. The method makes explicit use of models for confined and unconfined concrete. The proposed expressions are calibrated by a parametric study for square sections. Sections designed using these expressions and ACI guidelines are compared in terms of their cyclic response. This is achieved using an advanced hysteretic model for reinforced concrete sections.
Original languageEnglish
Title of host publication13th Conference of the Mexican Society for Earthquake Engineering
Pages1-15
Number of pages15
Publication statusPublished - Nov 2001
Event13th Conference of the Mexican Society for Earthquake Engineering - Gualajara, Mexico
Duration: 1 Nov 2001 → …

Conference

Conference13th Conference of the Mexican Society for Earthquake Engineering
Period1/11/01 → …

Fingerprint

Reinforcement
Concretes
Iterative methods
Reinforced concrete

Cite this

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title = "Generalizacion de un metodo riguroso para el dise{\~n}o del refuerzo transversal de columnas de concreto reforzado (Generalisation of a rigorous method for the design of transverse reinforcement of RC columns)",
abstract = "The article introduces non-iterative semi-empirical expressions to apply a rigorous method for the design of transverse reinforcement of concrete sections. This iterative method defines the amount of transverse reinforcement required to balance the loss of strength due to loss of section cover. The method makes explicit use of models for confined and unconfined concrete. The proposed expressions are calibrated by a parametric study for square sections. Sections designed using these expressions and ACI guidelines are compared in terms of their cyclic response. This is achieved using an advanced hysteretic model for reinforced concrete sections.",
author = "C. Miramontes-Zapata and Juan Martinez-Rueda and D. Miramontes-De-Leon",
year = "2001",
month = "11",
language = "English",
pages = "1--15",
booktitle = "13th Conference of the Mexican Society for Earthquake Engineering",

}

Miramontes-Zapata, C, Martinez-Rueda, J & Miramontes-De-Leon, D 2001, Generalizacion de un metodo riguroso para el diseño del refuerzo transversal de columnas de concreto reforzado (Generalisation of a rigorous method for the design of transverse reinforcement of RC columns). in 13th Conference of the Mexican Society for Earthquake Engineering. pp. 1-15, 13th Conference of the Mexican Society for Earthquake Engineering, 1/11/01.

Generalizacion de un metodo riguroso para el diseño del refuerzo transversal de columnas de concreto reforzado (Generalisation of a rigorous method for the design of transverse reinforcement of RC columns). / Miramontes-Zapata, C.; Martinez-Rueda, Juan; Miramontes-De-Leon, D.

13th Conference of the Mexican Society for Earthquake Engineering. 2001. p. 1-15.

Research output: Chapter in Book/Conference proceeding with ISSN or ISBNConference contribution with ISSN or ISBN

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AU - Miramontes-De-Leon, D.

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M3 - Conference contribution with ISSN or ISBN

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EP - 15

BT - 13th Conference of the Mexican Society for Earthquake Engineering

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