Experimental In-Plane Behavior of Tuff Masonry Strengthened with Cementitious Matrix

Experimental In-Plane Behavior of Tuff Masonry Strengthened with Cementitious Matrix–Grid Composites

Published:2006-06 Issue:3 Volume:10 Page:223-233
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Prota A.¹²³⁴⁵,Marcari G.¹²³⁴⁵,Fabbrocino G.¹²³⁴⁵,Manfredi G.¹²³⁴⁵,Aldea C.¹²³⁴⁵

Affiliation:

1. Assistant Professor of Structural Engineering, Dept. of Structural Analysis and Design, Univ. of Naples Federico II, P.O. Box 1-80125, Naples, Italy (corresponding author).

2. Research Engineer, Dept. S.A.V.A., Univ. of Molise, Italy.

3. Associate Professor of Structural Engineering, Dept. S.A.V.A., Univ. of Molise, P.O. Box 86100, Campobasso, Italy.

4. Full Professor of Structural Engineering, Dept. of Structural Analysis and Design, Univ. of Naples Federico II, P.O. Box 1-80125, Naples, Italy.

5. Research Engineer, Saint Gobain Technical Fabrics, Northborough, MA.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0268%282006%2910%3A3%28223%29

Reference28 articles.

1. American Society for Testing Materials (ASTM). (1981). “Standard test method for diagonal tension (shear) in masonry assemblages.” E 519-81 Philadelphia.

2. American Society for Testing Materials (ASTM). (1993). “Test method for determining tensile properties of geogrids by the single or multi-rib tensile method.” D6637-01 Philadelphia.

3. CESI-ISM. (2005). “PROGETTO TEMPES: Intepretazione del comportamento sperimentale dinamico del modello n° 1 in scala di un edificio in muratura di tufo.” Prot. A5057046 Bergamo Italy (in Italian).

4. Behavior of Retrofitted URM Walls under Simulated Earthquake Loading

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