Assessment of Design Formulas for In-Plane FRP Strengthening of Masonry Walls-Reference-Cited by-同舟云学术

Assessment of Design Formulas for In-Plane FRP Strengthening of Masonry Walls

Published:2008-12 Issue:6 Volume:12 Page:643-649
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Prota Andrea¹²³,Manfredi Gaetano¹²³,Nardone Fabio¹²³

Affiliation:

1. Assistant Professor, Dept. of Structural Engineering, Univ. of Naples Federico II, Italy.

2. Full Professor, Dept. of Structural Engineering, Univ. of Naples Federico II, Italy.

3. Ph.D. Student, Dept. of Structural Engineering, Univ. of Naples Federico II, 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%291090-0268%282008%2912%3A6%28643%29

Reference22 articles.

1. American Concrete Institute ASCE and the Minerals Metals and Materials Society (ACI/ASCE TMS). (2005). “Building code requirements for masonry structures.” Proc. 5th Masonry Standard Joint Committee Conf. ASCE Reston Va.

2. Bergamo G. Eusebio M. Manfredi G. and Prota A. (2006). “Shake table test on a tuff masonry building.” Proc. 8th US National Conf. on Earthquake Engineering (CD-ROM) San Francisco Paper 698.

3. Briccoli Bati S. and Rovero L. (2007). “Materiali ed approcci innovativi per il progetto in zona sismica e la mitigazione della vulnerabilità delle strutture.” Proc. Workshop Fisciano Salerno (Italy) February 12–13 2007.

4. European Committee for Standardization (CEN). (2001). “Design of masonry structures. Part 1-1: General rules for Building—Rules for reinforced and unreinforced masonry.” Eurocode 6 CEN Brussels Belgium.

5. Faella G. Manfredi G. and Realfonzo R. (1992). “Cyclic behavior of tuff masonry walls under horizontal loading.” Proc. 6th Canadian Masonry Symp. Saskatoon Canada Univ. of Saskatchewan 317–327.

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