Nonlinear static vs. Incremental dynamic analysis of infilled frames with open first floor
Masonry infill, as a part of building structures, is characterised with significant in-plane strength and stiffness and it can greatly alter the response of structures exposed to seismic loads. Irregular distribution of infill in plane and along building height can lead to series of unfavourable eff...
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| Format: | Article |
| Language: | English |
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Society for Materials and Structures testing of Serbia
2018-01-01
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| Series: | Građevinski Materijali i Konstrukcije |
| Subjects: | |
| Online Access: | https://scindeks-clanci.ceon.rs/data/pdf/2217-8139/2018/2217-81391804003T.pdf |
| _version_ | 1818542637176586240 |
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| author | Todorov Koce Lazarov Ljupco |
| author_facet | Todorov Koce Lazarov Ljupco |
| author_sort | Todorov Koce |
| collection | DOAJ |
| description | Masonry infill, as a part of building structures, is characterised with significant in-plane strength and stiffness and it can greatly alter the response of structures exposed to seismic loads. Irregular distribution of infill in plane and along building height can lead to series of unfavourable effects (torsion effects, dangerous collapse mechanisms, soft or weak storey, variations in the vibration period, etc.). In order to investigate the influence of irregular distribution of masonry infill to the seismic performance of code designed reinforced concrete frames, an extensive nonlinear static and dynamic analysis was performed. Six reinforced concrete frames with different number of storeys, designed as bare frames were analysed. In the phase of assessment, all structures were upgraded with the masonry infill panels in all storeys except the first one. Masonry infill was defined with two different strength and stiffness characteristics. The obtained results show significant influence of masonry infill on the main structural characteristics: strength, stiffness and ductility, as well as on the seismic performance of analysed frames. |
| first_indexed | 2024-12-11T22:24:43Z |
| format | Article |
| id | doaj.art-2c5b4a5ff02d47ef8bd443c8c7bf4393 |
| institution | Directory Open Access Journal |
| issn | 2217-8139 2335-0229 |
| language | English |
| last_indexed | 2024-12-11T22:24:43Z |
| publishDate | 2018-01-01 |
| publisher | Society for Materials and Structures testing of Serbia |
| record_format | Article |
| series | Građevinski Materijali i Konstrukcije |
| spelling | doaj.art-2c5b4a5ff02d47ef8bd443c8c7bf43932022-12-22T00:48:19ZengSociety for Materials and Structures testing of SerbiaGrađevinski Materijali i Konstrukcije2217-81392335-02292018-01-016143212217-81391804003TNonlinear static vs. Incremental dynamic analysis of infilled frames with open first floorTodorov Koce0Lazarov Ljupco1Ss. Cyril and Methodius University in Skopje, Faculty of Civil Engineering, Skopje, Republic of MacedoniaSs. Cyril and Methodius University in Skopje, Faculty of Civil Engineering, Skopje, Republic of MacedoniaMasonry infill, as a part of building structures, is characterised with significant in-plane strength and stiffness and it can greatly alter the response of structures exposed to seismic loads. Irregular distribution of infill in plane and along building height can lead to series of unfavourable effects (torsion effects, dangerous collapse mechanisms, soft or weak storey, variations in the vibration period, etc.). In order to investigate the influence of irregular distribution of masonry infill to the seismic performance of code designed reinforced concrete frames, an extensive nonlinear static and dynamic analysis was performed. Six reinforced concrete frames with different number of storeys, designed as bare frames were analysed. In the phase of assessment, all structures were upgraded with the masonry infill panels in all storeys except the first one. Masonry infill was defined with two different strength and stiffness characteristics. The obtained results show significant influence of masonry infill on the main structural characteristics: strength, stiffness and ductility, as well as on the seismic performance of analysed frames.https://scindeks-clanci.ceon.rs/data/pdf/2217-8139/2018/2217-81391804003T.pdfnonlinear staticincremental dynamicmasonry infillopen ground floor |
| spellingShingle | Todorov Koce Lazarov Ljupco Nonlinear static vs. Incremental dynamic analysis of infilled frames with open first floor Građevinski Materijali i Konstrukcije nonlinear static incremental dynamic masonry infill open ground floor |
| title | Nonlinear static vs. Incremental dynamic analysis of infilled frames with open first floor |
| title_full | Nonlinear static vs. Incremental dynamic analysis of infilled frames with open first floor |
| title_fullStr | Nonlinear static vs. Incremental dynamic analysis of infilled frames with open first floor |
| title_full_unstemmed | Nonlinear static vs. Incremental dynamic analysis of infilled frames with open first floor |
| title_short | Nonlinear static vs. Incremental dynamic analysis of infilled frames with open first floor |
| title_sort | nonlinear static vs incremental dynamic analysis of infilled frames with open first floor |
| topic | nonlinear static incremental dynamic masonry infill open ground floor |
| url | https://scindeks-clanci.ceon.rs/data/pdf/2217-8139/2018/2217-81391804003T.pdf |
| work_keys_str_mv | AT todorovkoce nonlinearstaticvsincrementaldynamicanalysisofinfilledframeswithopenfirstfloor AT lazarovljupco nonlinearstaticvsincrementaldynamicanalysisofinfilledframeswithopenfirstfloor |