F
Fernando Gutiérrez-Urzúa
Researcher at University College London
Publications - 7
Citations - 99
Fernando Gutiérrez-Urzúa is an academic researcher from University College London. The author has contributed to research in topics: Masonry & Infill. The author has an hindex of 2, co-authored 6 publications receiving 12 citations.
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Innovations in earthquake risk reduction for resilience: recent advances and challenges
Fabio Freddi,Carmine Galasso,Gemma Cremen,Andrea Dall'Asta,Luigi Di Sarno,Agathoklis Giaralis,Fernando Gutiérrez-Urzúa,Christian Málaga-Chuquitaype,Stergios A. Mitoulis,Crescenzo Petrone,Anastasios Sextos,Luis Sousa,Karim Tarbali,Enrico Tubaldi,John Wardman,Gordon Woo +15 more
TL;DR: The Sendai Framework for Disaster Risk Reduction 2015-2030 (SFDRR) highlights the importance of scientific research, supporting the availability and application of science and technology to decision-making in disaster risk reduction.
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Comparative analysis of code-based approaches for seismic assessment of existing steel moment resisting frames
TL;DR: A comprehensive and quantitative comparison of the EC8‐3 with the three versions of the American ASCE 41 is provides, by assessing the seismic performance of two existing steel MRFs, and the probabilistic assessment of the case studies by using code-based EDPs provide significant insights and directions for revision of the Eurocode 8 – Part 3.
Journal ArticleDOI
Assessment of existing steel frames: Numerical study, pseudo-dynamic testing and influence of masonry infills
Luigi Di Sarno,Luigi Di Sarno,Fabio Freddi,Mario D'Aniello,Oh-Sung Kwon,Jing-Ren Wu,Fernando Gutiérrez-Urzúa,Raffaele Landolfo,Jamin Park,Xenofon Palios,Elias Strepelias +10 more
TL;DR: In this paper, an experimental and theoretical study was carried out within the framework of HITFRAMES (i.e., HybrId Testing of an Existing Steel Frame with Infills under Multiple EarthquakeS) SERA project.
Journal ArticleDOI
Influence of the design objectives on the seismic performance of steel moment resisting frames retrofitted with buckling restrained braces
TL;DR: In this article , the impact of structural and non-structural damage on the overall performance of steel moment resisting frames (MRFs) retrofitted with buckling restrained braces (BRBs) is assessed.