Analytical Stress–Strain Relationship for Concrete Confined by Steel Stirrups and/or FRP Jackets-Reference-Cited by-同舟云学术

Analytical Stress–Strain Relationship for Concrete Confined by Steel Stirrups and/or FRP Jackets

Published:2006-09 Issue:9 Volume:132 Page:1402-1416
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Braga Franco¹²³,Gigliotti Rosario¹²³,Laterza Michelangelo¹²³

Affiliation:

1. Professor, Dept. of Structural Engineering, Univ. “La Sapienza,” via Eudossiana, 18, 00184 Roma, Italy.

2. Postdoctoral Student, Dept. of Structural Engineering, Univ. of Basilicata, C.da Macchia Romana, 85100 Potenza, Italy.

3. Assistant Professor, Dept. of Structural Engineering, Univ. of Basilicata, C.da Macchia Romana, 85100 Potenza, Italy (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282006%29132%3A9%281402%29

Reference22 articles.

1. Stress–strain relationship of confined and unconfined concrete;Attard M. M.;ACI Mater. J.,1996

2. Braga F. and Laterza M. (1998). “A new approach to the confinement of RC columns.” Proc. 11th European Conf. on Earthquake Engineering A. A. Balkema Rotterdam The Netherlands.

3. High‐Strength Concrete Columns Confined by Rectangular Ties

4. Franciosi V. (1988). “Toeria dell’elasticità.” Fondamenti di scienza delle costruzioni Liguori ed. Vol. 1 S.r.l. Napoli Italy (in Italian).

5. Gigliotti R. (1998). “Concrete confinement and ductility of the RC members.” Thesis Structural Engineering Univ. della Basilicata Potenza Italy (in Italian).

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