Experimental Cyclic Response of a Novel Friction Connection for Seismic Retrofitting of RC Buildings with CLT Panels-Reference-Cited by-同舟云学术

Experimental Cyclic Response of a Novel Friction Connection for Seismic Retrofitting of RC Buildings with CLT Panels

Published:2022-05 Issue:5 Volume:148 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Boggian Francesco¹^ORCID,Tardo Carola²,Aloisio Angelo³^ORCID,Marino Edoardo M.⁴,Tomasi Roberto⁵

Affiliation:

1. Ph.D. Student, Dept. of Civil, Environmental and Mechanical Engineering, Univ. of Trento, via Mesiano 77, Trento 38123, Italy (corresponding author). ORCID: .

2. Ph.D. Student, Dept. of Civil Engineering and Architecture, Univ. of Catania, Via S. Sofia 54, Catania 5123, Italy.

3. Research Fellow, Dept. of Civil, Construction and Environmental Engineering, Università degli Studi dell’Aquila, via Giovanni Gronchi 18, L’Aquila 67100, Italy. ORCID: .

4. Associate Professor, Dept. of Civil Engineering and Architecture, Univ. of Catania, Via S. Sofia 54, Catania 5123, Italy.

5. Professor, Faculty for Science and Technology, Norwegian Univ. of Life Sciences, Drøbakveien 31, Ås 1430, Norway.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0003313

Reference49 articles.

1. Design of a novel seismic retrofitting system for RC structures based on asymmetric friction connections and CLT panels

2. Optimization of the structural coupling between RC frames, CLT shear walls and asymmetric friction connections

3. A multi-performance design method for seismic upgrading of existing RC frames by BRBs

4. Base shear capping buildings with graphite-lubricated bases for collapse prevention in extreme earthquakes

5. Björnfot A. F. Boggian A. Nygård and R. Tomasi. 2017. “Strengthening of traditional buildings with slim panels of cross-laminated timber (CLT).” In Proc. Int. Conf. on Structural Health Assessment of Timber Structures. Guimarães Portugal: Univ. of Minho.

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