Behavior of Beam-Column Joints Made of Sustainable Concrete under Cyclic Loading-Reference-Cited by-同舟云学术

Behavior of Beam-Column Joints Made of Sustainable Concrete under Cyclic Loading

Published:2006-10 Issue:5 Volume:18 Page:650-658
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Corinaldesi Valeria¹²,Moriconi Giacomo¹²

Affiliation:

1. Civil Engineer, Researcher, Dept. of Materials and Environment Engineering and Physics, Technical Univ. of Marche, Ancona, Italy. E-mail: v.corinaldesi@univpm.it

2. Chemical Engineer, Full Professor, Dept. of Materials Science and Technology and Head, Dept. of Materials and Environment Engineering and Physics, Technical Univ. of Marche, Ancona, Italy. E-mail: g.moriconi@univpm.it

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282006%2918%3A5%28650%29

Reference31 articles.

1. American Concrete Institute (ACI). (1992). “State-of-the-art report: Bond under cyclic loads.” Rep. No. ACI 408.2R-92 ACI Committee 408 Farmington Hills Mich.

2. American Concrete Institute (ACI). (1997). “Recommendations for design of beam-column joints in monolithic reinforced concrete structures.” Rep. No. ACI 352R-91 ACI-ASCE Committee 352 Farmington Hills Mich.

3. American Concrete Institute (ACI). (1999). “State-of-the-art report on partially prestressed concrete.” Rep. No. ACI 423.5R-99 ACI-ASCE Joint Committee 423 Farmington Hills Mich.

4. ASTM. (2003). “Standard specification for coal fly ash and raw or calcined natural pozzolan for use in concrete.” ASTM C 618 Philadelphia.

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