Výsledky vyhledávání - "Carlo Filippo MANZINI"

EXPERIMENTAL AND NUMERICAL IN-PLANE SEISMIC BEHAVIOUR OF AN INNOVATIVE STEEL REINFORCEMENT SYSTEM FOR URM WALLS

Autor: Luca Albanesi, Nicolò Damiani, Carlo Filippo Manzini, Paolo Morandi

Publikováno v: 2nd Croatian Conference on Earthquake Engineering ‒ 2CroCEE.

An experimental campaign, followed by a numerical research, aimed at evaluating the in-plane seismic behaviour of an innovative steel modular system (named “Resisto 5.9”, designed by Progetto Sisma s.r.l.) for the reinforcement of load-bearing ma

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::310e699c810338c156ad73bed5d4def9
https://doi.org/10.5592/co/2crocee.2023.122

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Benchmarking the seismic assessment of unreinforced masonry buildings from a blind prediction test

Publikováno v: Structures. 31:982-1005

This paper presents a benchmark exercise for the seismic assessment of unreinforced masonry (URM) buildings as a follow-up of a blind prediction test organized in the context of the European Conference of Earthquake Engineering Series. The blind pred

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::57a2b671ef12b24eafa8ebdeb4673290
https://doi.org/10.1016/j.istruc.2021.01.096

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Out-of-plane Response of an Innovative Masonry Infill with Sliding Joints from Shaking Table Tests

Autor: Paolo Morandi, Carlo Filippo Manzini, Guido Magenes, Riccardo R. Milanesi, Luca Albanesi

Publikováno v: Journal of Earthquake Engineering. 26:1789-1823

Within the European FP7 Project “INSYSME”, the research unit of the University of Pavia has developed a seismic-resistant masonry infill system with original details, which subdivides the masonry p...

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::9d61e943bd108b6602874efdad7b0d21
https://doi.org/10.1080/13632469.2020.1739173

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Application of seismic design procedures on three modern URM buildings struck by the 2012 Emilia earthquakes: inconsistencies and improvement proposals in the European codes

Autor: Carlo Filippo Manzini, Paolo Morandi, Guido Magenes

Publikováno v: Bulletin of Earthquake Engineering. 18:547-580

The seismic performance of three modern unreinforced masonry buildings struck by the earthquake sequence of May 2012 in Emilia (Italy) has been investigated, to define the safety margins and possible critical issues in the seismic design according to

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::5504c3691ab1fa243ad90f31cc22d4c9
https://doi.org/10.1007/s10518-019-00650-z

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Modelling the seismic response of a 2-storey URM benchmark case study: comparison among different equivalent frame models

Autor: Corrado Marano, Stefania Degli Abbati, Carlo Filippo Manzini, Daria Ottonelli, Emilia Angela Cordasco

The paper presents the comparison of the results of non-linear static analyses performed with different software based on the equivalent frame (EF) modelling approach on a simple two-story unreinforced masonry building with rigid diaphragms. This stu

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5a3333d0dfc545aeb8e78db2c9c4490d
http://hdl.handle.net/11567/1054435

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A comparative study on a complex URM building: part I—sensitivity of the seismic response to different modelling options in the equivalent frame models

Autor: Carlo Filippo Manzini, Daria Ottonelli, Serena Cattari, Corrado Marano, Emilia Angela Cordasco

The paper presents the comparison of the results of nonlinear static analyses carried out using six software packages (SWs) available at professional level and operating in the field of the equivalent frame (EF) approach on a model representative of

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::04a59fe0507a18be962c60d995696377
https://hdl.handle.net/11567/1054949

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Uso dei codici di calcolo per l’analisi sismica nonlineare di edifici in muratura: confronto dei risultati ottenuti con diversi software su un caso studio reale

Publikováno v: XVIII ANIDIS Ascoli Piceno 2019, 15-19/09/2019
info:cnr-pdr/source/autori:Serena Cattari a, Daria Ottonelli a, Stefania Degli Abbati a, Guido Magenes b, Carlo Filippo Manzini c, Paolo Morandi b, Enrico Spacone d, Guido Camata d, Corrado Marano d, Ivo Caliò e, Bartolomeo Pantò e, Francesco Cannizzaro e, Giuseppe Occhipinti f, Bruno Calderoni g, Emilia Angela Cordasco g, Stefano de Miranda h, Giovanni Castellazzi h, Antonio Maria D'Altri h, Anna Saetta i, Diego Talledo i, Luisa Berto i/congresso_nome:XVIII ANIDIS Ascoli Piceno 2019/congresso_luogo:/congresso_data:15-19%2F09%2F2019/anno:2019/pagina_da:/pagina_a:/intervallo_pagine

L'articolo presenta il confronto dei risultati ottenuti su un edificio in muratura da analisi statiche nonlineari utilizzando diversi software, disponibili anche a livello professionale, che operano nell'ambito di vari approcci di modellazione. La st

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::2d5d5f54d55d87bfbe9e423305bae3f5
https://hdl.handle.net/11567/1082984

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Masonry Italian Code-Conforming Buildings. Part 1: Case Studies and Design Methods

Autor: Francesca da Porto, Serena Cattari, Daniela Camilletti, Carlo Filippo Manzini, Guido Magenes, Andrea Penna, Sergio Lagomarsino

Publikováno v: Journal of Earthquake Engineering. 22:54-73

Several architectural configurations of unreinforced masonry residential buildings are designed according to the different methods proposed in the Italian code: rules for the so-called simple mason...

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0b35d13f007d6f7ca04d8388e95fecf3
https://doi.org/10.1080/13632469.2018.1532358

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