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EnglishThis paper deals with the static and dynamic seismic analysis of light timber-frame buildings. Through the use of the UNITN-model proposed in a previous work, the study is here extended to full-scale buildings. An iterative procedure to properly distribute a horizontal load to the shear-walls, considering the coupled action of the vertical-load and the hold-downs state, is developed; three methods for the application of the response spectrum analysis are proposed as well. These methods may be used to predict the seismic-behaviour and to design non-regular timber shear-walls buildings. A numerical example illustrates the application of the procedures.
Seismic elastic analysis of light timber-frame multi-storey buildings: proposal of an iterative approach / Rossi, Simone; Casagrande, Daniele; Tomasi, Roberto; Piazza, Maurizio. - In: CONSTRUCTION AND BUILDING MATERIALS. - ISSN 0950-0618. - STAMPA. - 2016:102(2016), pp. 1154-1167.
| Titolo: | Seismic elastic analysis of light timber-frame multi-storey buildings: proposal of an iterative approach |
| Autori: | Rossi, Simone; Casagrande, Daniele; Tomasi, Roberto; Piazza, Maurizio |
| Autori Unitn: | |
| Titolo del periodico: | CONSTRUCTION AND BUILDING MATERIALS |
| Anno di pubblicazione: | 2016 |
| Numero e parte del fascicolo: | 102 |
| Codice identificativo Scopus: | 2-s2.0-84949726613 |
| Codice identificativo ISI: | WOS:000367639500018 |
| Digital Object Identifier (DOI): | http://dx.doi.org/DOI:10.1016/j.conbuildmat.2015.09.037 |
| Handle: | http://hdl.handle.net/11572/111228 |
| Citazione: | Seismic elastic analysis of light timber-frame multi-storey buildings: proposal of an iterative approach / Rossi, Simone; Casagrande, Daniele; Tomasi, Roberto; Piazza, Maurizio. - In: CONSTRUCTION AND BUILDING MATERIALS. - ISSN 0950-0618. - STAMPA. - 2016:102(2016), pp. 1154-1167. |
| Appare nelle tipologie: | 03.1 Articolo su rivista (Journal article) |
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|---|---|---|---|---|
| Seismic_elastic_analysis_LTF_multi-storey_buildings.pdf | Versione editoriale (Publisher’s layout) | Tutti i diritti riservati (All rights reserved) | Administrator |
http://hdl.handle.net/11572/111228
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