Push ‘o ver: a pushover test program on an existing brickwork construction
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| Published in | Procedia Structural Integrity Vol. 44; pp. 51 - 58 |
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| Main Authors | , , , , , , , , , , |
| Format | Journal Article |
| Language | English |
| Published |
01.01.2023
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| Online Access | Get full text |
| ISSN | 2452-3216 2452-3216 |
| DOI | 10.1016/j.prostr.2023.01.008 |
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| Author | Morici, Michele Asta, Andrea Dall Micozzi, Fabio Clemente, Paolo Boccamazzo, Antonio Diotaiuti, Giuseppe Liberatore, Domenico Addessi, Daniela Buffarini, Giacomo Emidio, Giustino Di Dudine, Allen |
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| Cites_doi | 10.1061/(ASCE)CF.1943-5509.0001030 10.1061/(ASCE)0733-9445(2007)133:9(1215) 10.1061/(ASCE)CF.1943-5509.0000850 10.1080/15583058.2019.1645240 10.1061/(ASCE)CF.1943-5509.0001206 10.1080/15583058.2013.768309 10.1016/j.istruc.2018.04.007 |
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| References | Cobanoglu (10.1016/j.prostr.2023.01.008_bib0007) 2017; 31 Sangirardi (10.1016/j.prostr.2023.01.008_bib0011) 2019; 13 Addessi (10.1016/j.prostr.2023.01.008_bib0001) 2015; 9 Aldemir (10.1016/j.prostr.2023.01.008_bib0003) 2018; 15 Moon (10.1016/j.prostr.2023.01.008_bib0010) 2007; 133 Addessi (10.1016/j.prostr.2023.01.008_bib0002) 2022; 00 10.1016/j.prostr.2023.01.008_bib0008 Aldemir (10.1016/j.prostr.2023.01.008_bib0004) 2018; 32 Candela (10.1016/j.prostr.2023.01.008_bib0005) 2015 Hogan (10.1016/j.prostr.2023.01.008_bib0009) 2015 Zona (10.1016/j.prostr.2023.01.008_bib0012) 2022 Chourasia (10.1016/j.prostr.2023.01.008_bib0006) 2016; 31 |
| References_xml | – volume: 00 year: 2022 ident: 10.1016/j.prostr.2023.01.008_bib0002 article-title: Push ‘o ver: numerical simulation of the Castel di Lama pushover test through damage model – start-page: 70 year: 2015 ident: 10.1016/j.prostr.2023.01.008_bib0009 article-title: Experimental pushover testing of a full-scale unreinforced clay brick masonry building – volume: 31 issue: 4 year: 2017 ident: 10.1016/j.prostr.2023.01.008_bib0007 article-title: Seismic Performance Assessment of Masonry Buildings Using in Situ Material Properties publication-title: J. Perform. Constr. Facil. doi: 10.1061/(ASCE)CF.1943-5509.0001030 – volume: 133 issue: 9 year: 2007 ident: 10.1016/j.prostr.2023.01.008_bib0010 article-title: Testing of a Full-Scale Unreinforced Masonry Building Following Seismic Strengthening publication-title: Journal of Structural Engineering doi: 10.1061/(ASCE)0733-9445(2007)133:9(1215) – volume: 31 issue: 5 year: 2016 ident: 10.1016/j.prostr.2023.01.008_bib0006 article-title: Seismic Performance of Different Masonry Buildings: Full-Scale Experimental Study publication-title: J. Perform. Constr. Facil. doi: 10.1061/(ASCE)CF.1943-5509.0000850 – volume: 13 start-page: 1098 issue: 7 year: 2019 ident: 10.1016/j.prostr.2023.01.008_bib0011 article-title: Equivalent frame modelling of masonry walls based on plasticity and damage publication-title: International Journal of Architectural Heritage doi: 10.1080/15583058.2019.1645240 – volume: 32 issue: 5 year: 2018 ident: 10.1016/j.prostr.2023.01.008_bib0004 article-title: Situ Lateral Load Testing of a Two-Story Solid Clay Brick Masonry Building publication-title: J. Perform. Constr. Facil. doi: 10.1061/(ASCE)CF.1943-5509.0001206 – year: 2015 ident: 10.1016/j.prostr.2023.01.008_bib0005 article-title: In-situ test for the shear strength evaluation of masonry: the case of a building hit by L'Aquila earthquake (Italy) – volume: 9 start-page: 231 issue: 3 year: 2015 ident: 10.1016/j.prostr.2023.01.008_bib0001 article-title: Force-based beam finite element (FE) for the pushover analysis of masonry buildings publication-title: International Journal of Architectural Heritage doi: 10.1080/15583058.2013.768309 – volume: 15 start-page: 3365 issue: 2017 year: 2018 ident: 10.1016/j.prostr.2023.01.008_bib0003 article-title: Lateral load testing of an existing two story masonry building up to near collapse publication-title: Bull Earthquake Eng – ident: 10.1016/j.prostr.2023.01.008_bib0008 doi: 10.1016/j.istruc.2018.04.007 – year: 2022 ident: 10.1016/j.prostr.2023.01.008_bib0012 article-title: Push ‘o ver: in situ pushover tests on a bare and a strengthened existing brickwork construction |
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