Nonlinear Behavior of a Masonry Subassemblage Before and After Strengthening with Inorganic Matrix-Grid Composites-Reference-Cited by-同舟云学术

Nonlinear Behavior of a Masonry Subassemblage Before and After Strengthening with Inorganic Matrix-Grid Composites

Published:2011-10 Issue:5 Volume:15 Page:821-832
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Parisi F.¹²³²⁴,Lignola G. P.¹²³²⁴,Augenti N.¹²³²⁴,Prota A.¹²³²⁴,Manfredi G.¹²³²⁴

Affiliation:

1. Ph.D. Candidate in Seismic Risk, Dept. of Structural Engineering, Univ. of Naples Federico II, Via Claudio 21, P.O. Box I-80125, Naples, Italy (corresponding author).

2. Assistant Professor of Structural Engineering, Dept. of Structural Engineering, Univ. of Naples Federico II, Via Claudio 21, P.O. Box I-80125, Naples, Italy.

3. Associate Professor of Structural Engineering, Dept. of Structural Engineering, Univ. of Naples Federico II, Via Claudio 21, P.O. Box I-80125, Naples, Italy.

4. Full Professor of Structural Engineering, Dept. of Structural Engineering, Univ. of Naples Federico II, Via Claudio 21, P.O. Box I-80125, Naples, Italy.

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%29CC.1943-5614.0000203

Reference31 articles.

1. American Concrete Institute (ACI). (2010). “Guide for the design and construction of externally bonded fiber-reinforced polymer systems for strengthening unreinforced masonry structures.” ACI440.7R-10 Farmington Hills MI.

2. Applied Technology Council (ATC). (1998). “Evaluation of earthquake damaged concrete and masonry wall buildings.” FEMA 306 Redwood City CA.

3. Dynamic behavior of a Mediterranean natural stone under tensile loading

4. Constitutive Models for Tuff Masonry under Uniaxial Compression

5. In-Plane Lateral Response of a Full-Scale Masonry Subassemblage with and without an Inorganic Matrix-Grid Strengthening System

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