Field Testing of All-Steel Buckling-Restrained Braces Applied to a Damaged Reinforced Concrete Building-Reference-Cited by-同舟云学术

Field Testing of All-Steel Buckling-Restrained Braces Applied to a Damaged Reinforced Concrete Building

Published:2015-01 Issue:1 Volume:141 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Della Corte Gaetano¹,D’Aniello Mario²,Landolfo Raffaele³

Affiliation:

1. Assistant Professor, Dept. of Structures for Engineering and Architecture, Univ. of Naples “Federico II”, Via Claudio 21, 80125 Naples, Italy (corresponding author).

2. Assistant Professor, Dept. of Structures for Engineering and Architecture, Univ. of Naples “Federico II”, Via Forno Vecchio 36, 80134 Naples, Italy.

3. Full Professor, Dept. of Structures for Engineering and Architecture, Univ. of Naples “Federico II”, Via Forno Vecchio 36, 80134 Naples, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001080

Reference22 articles.

1. American Institute of Steel Construction (AISC). (2010). “Seismic provisions for structural steel buildings.” Standard ANSI/AISC 341-10 Chicago IL.

2. Subassemblage tests and finite element analyses of sandwiched buckling-restrained braces

3. D’Aniello M. Della Corte G. Mazzolani F. M. (2006). “Seismic upgrading of RC buildings by buckling restrained braces: Experimental results versus numerical modeling.” Proc. Int. Conf. on Behaviour of Steel Structures in Seismic Areas (5th STESSA Conf.) Taylor and Francis London.

4. Lateral-Loading Tests on a Real RC Building Including Masonry Infill Panels with and without FRP Strengthening

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