Physical Approach for Reinforced-Concrete (PARC) Membrane Elements-Reference-Cited by-同舟云学术

Physical Approach for Reinforced-Concrete (PARC) Membrane Elements

Published:2001-12 Issue:12 Volume:127 Page:1412-1426
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Belletti Beatrice¹²³,Cerioni Roberto¹²³,Iori Ivo¹²³

Affiliation:

1. Postdoctoral Res. Asst., Dept. of Civ. Engrg., Univ. of Parma, Parco Area delle Scienze 181/A, 43100 Parma, Italy. E-mail: belletti@nemo. cce.unipr.it

2. Asst. Prof. of Struct. Engrg., Dept. of Civ. Engrg., Univ. of Parma, Parco Area delle Scienze 181/A, 43100 Parma, Italy.

3. Prof. of Struct. Engrg., Dept. of Civ. Engrg., Univ. of Parma, Parco Area delle Scienze 181/A, 43100 Parma, Italy.

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%282001%29127%3A12%281412%29

Reference29 articles.

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2. “Rough cracks in reinforced concrete.”;Bažant Z. P.;J. Struct. Engrg.,1980

3. Belarbi A. and Hsu T. T. C. ( 1995). “Constitutive laws of softened concrete in biaxial tension-compression.” ACI Struct. J. 92(5) 562–573.

4. Bhide B. S. and Collins M. P. ( 1989). “Influence of axial tension on shear capacity of reinforced concrete members.” ACI Struct. J. 86(5) 570–580.

5. Comité Euro-International du Beton–Fédération International de la Precontrainte (CEB-FIP). ( 1993). Model code 1990 1993 (MC90) Thomas Telford London.

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