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EnglishAn evaluation of the seismic behaviour of post-and-beam timber buildings braced with timber shear walls by means of numerical simulations performed with non-linear elastic analysis is presented in the paper. Three different structural configurations are considered: two storeys and three storeys regular buildings and two storeys non-regular in plan building. The dissipative capacities of the systems were localized in correspondence of the connections; their non-linear behavior was assessed experimentally, numerically or analytically. The results evidenced good seismic performances in terms of global ductility and resisting ground acceleration and evidenced a similar behavior for the three analysed buildings.
| Titolo: | SEISMIC BEHAVIOUR OF POST-AND-BEAM TIMBER BUILDINGS BRACED BY TIMBER SHEAR WALLS | |
| Autori: | ||
| Data di pubblicazione: | 2014 | |
| Rivista: | ||
| Abstract: | An evaluation of the seismic behaviour of post-and-beam timber buildings braced with timber shear walls by means of numerical simulations performed with non-linear elastic analysis is presented in the paper. Three different structural configurations are considered: two storeys and three storeys regular buildings and two storeys non-regular in plan building. The dissipative capacities of the systems were localized in correspondence of the connections; their non-linear behavior was assessed experimentally, numerically or analytically. The results evidenced good seismic performances in terms of global ductility and resisting ground acceleration and evidenced a similar behavior for the three analysed buildings. | |
| Handle: | http://hdl.handle.net/11368/2836213 | |
| Digital Object Identifier (DOI): | http://dx.doi.org/10.14311/BSS.2014.0015 | |
| Appare nelle tipologie: | 1.1 Articolo in Rivista |
