Analysis of timber frames with localized nonlinearities
A methodology of nonlinear analysis of timber frame structures with flexible connections has been developed in this paper. The methodology is based on the results of experimental investigation of connections behavior under static and cycling loading. The adopted numerical method is based on the conc...
| Published in: | Facta Universitatis. Series: Architecture and Civil Engineering |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Published: |
University of Niš
2003-01-01
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| Online Access: | http://www.doiserbia.nb.rs/img/doi/0354-4605/2003/0354-46050305307M.pdf |