A Novel FRP Retrofit Solution for Improved Local and Global Seismic Performance of RC Buildings: Development of Fragility Curves and Comparative Cost-Benefit Analyses-Reference-Cited by-同舟云学术

A Novel FRP Retrofit Solution for Improved Local and Global Seismic Performance of RC Buildings: Development of Fragility Curves and Comparative Cost-Benefit Analyses

Published:2023-09-25 Issue: Volume: Page:1-19
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Pohoryles D. A.¹^ORCID,Minas S.²,Melo J.³^ORCID,Bournas D. A.¹^ORCID,Varum H.³^ORCID,Rossetto T.⁴^ORCID

Affiliation:

1. European Commission, Joint Research Centre, Ispra, Italy

2. Munich Re, Münchener Rückversicherungs-Gesellschaft, Singapore

3. CONSTRUCT-LESE, Faculty of Engineering, University of Porto, Porto, Portugal

4. EPICentre, University College London, London, UK

Publisher

Informa UK Limited

Subject

Safety, Risk, Reliability and Quality

Link

https://www.tandfonline.com/doi/pdf/10.1080/13632469.2023.2256891

Reference51 articles.

1. Akguzel, U., P. Quintana Gallo, and S. Pampanin. 2011. Seismic strengthening of a non-ductile RC frame structure using GFRP sheets. In Proceedings of the ninth pacific conference on earthquake engineering. Auckland, New Zealand. http://www.ir.canterbury.ac.nz/handle/10092/5363.

2. Seismic Response of FRP-Upgraded Exterior RC Beam-Column Joints

3. DEVELOPMENT AND VERIFICATION OF A DISPLACEMENT-BASED ADAPTIVE PUSHOVER PROCEDURE

4. Efficient Analytical Fragility Function Fitting Using Dynamic Structural Analysis

5. Concurrent seismic and energy retrofitting of RC and masonry building envelopes using inorganic textile-based composites combined with insulation materials: A new concept

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