Higher mode effects in pushover analysis of irregular masonry buildings
| Autor: | Nuno Mendes, Paulo B. Lourenço, Hamed Azizi-Bondarabadi |
|---|---|
| Přispěvatelé: | Universidade do Minho |
| Jazyk: | angličtina |
| Rok vydání: | 2021 |
| Předmět: |
021110 strategic
defence & security studies Science & Technology business.industry 0211 other engineering and technologies Mode (statistics) 020101 civil engineering 02 engineering and technology Building and Construction Structural engineering Masonry Geotechnical Engineering and Engineering Geology 0201 civil engineering pushover analysis Engenharia e Tecnologia::Engenharia Civil 11. Sustainability extended N2 method Engenharia Civil [Engenharia e Tecnologia] irregular buildings Unreinforced masonry building business higher mode effects Geology Civil and Structural Engineering |
| Zdroj: | Repositório Científico de Acesso Aberto de Portugal Repositório Científico de Acesso Aberto de Portugal (RCAAP) instacron:RCAAP |
| Popis: | The paper presents a study on the seismic behavior of irregular unreinforced masonry buildings, aiming at evaluating the effects of higher modes. First, the macroelement model implemented in the TREMURI software and used in this study was validated, based on shake table tests. Then, the extended N2 method, taking into account the in-plan and in-elevation irregularities, was applied to two case studies and compared with respect to the nonlinear dynamic analysis. The results showed that the method is able to simulate correctly the seismic response of both irregular masonry buildings. This work was supported by the Ministry of Science, Research and Technology of Iran [grantnumber MSRT.42-5-88299]. |
| Databáze: | OpenAIRE |
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