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...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
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 |