Constitutive Models for Tuff Masonry under Uniaxial Compression-Reference-Cited by-同舟云学术

Constitutive Models for Tuff Masonry under Uniaxial Compression

Published:2010-11 Issue:11 Volume:22 Page:1102-1111
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Augenti N.¹²,Parisi F.¹²

Affiliation:

1. Professor, Dept. of Structural Engineering, Univ. of Naples Federico II, via Claudio 21, 80125 Naples, Italy.

2. Ph.D. Student, Dept. of Structural Engineering, Univ. of Naples Federico II, via Claudio 21, 80125 Naples, Italy (corresponding author).

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%29MT.1943-5533.0000119

Reference29 articles.

1. Arya S. K. and Hegemeier G. A. (1978). “On nonlinear response predictions of concrete masonry assemblies.” Proc. North American Masonry Conf. Boulder CO.

2. ASTM. (2004a). “Standard tests method for compressive strength of masonry prisms.” ASTM C1314-03b ASTM International West Conshohocken PA.

3. ASTM. (2004b). “Standard tests method for Young’s modulus tangent modulus and chord modulus.” ASTM E 11-04 ASTM International West Conshohocken Pa.

4. Augenti N. (2004). Il calcolo sismico degli edifici in muratura UTET Turin Italy (in Italian).

5. Comportamento di pannelli in muratura ben organizzata;Augenti N.;Costruire in Laterizio,1997

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