| contributor author | Bohumil Kasal | |
| contributor author | Pablo Guindos | |
| contributor author | Tiberiu Polocoser | |
| contributor author | Andreas Heiduschke | |
| contributor author | Shota Urushadze | |
| contributor author | Stanislav Pospisil | |
| date accessioned | 2017-05-08T22:07:00Z | |
| date available | 2017-05-08T22:07:00Z | |
| date copyright | December 2014 | |
| date issued | 2014 | |
| identifier other | 29259135.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/71670 | |
| description abstract | This article presents the seismic performance of a timber frame with three-dimensional (3D) rigid connections. The connections were made with self-tapping screws and hardwood blocks were used to support the beams. The frame was designed to resist high seismic excitations with the goal of controlling the drift. The moment-rotation characteristics of the connections were measured in the laboratory by applying static cyclic loads. The frame made of laminated wood beams and columns, and cross-laminated lumber deck, was subjected to seismic, white noise, snapback, and sinusoidal sweep excitations. The synthetic seismic excitation was designed to contain a considerable amount of energy close to the frame’s first natural frequency. The structure showed no significant damage up to a peak ground acceleration of | |
| publisher | American Society of Civil Engineers | |
| title | Heavy Laminated Timber Frames with Rigid Three-Dimensional Beam-to-Column Connections | |
| type | Journal Paper | |
| journal volume | 28 | |
| journal issue | 6 | |
| journal title | Journal of Performance of Constructed Facilities | |
| identifier doi | 10.1061/(ASCE)CF.1943-5509.0000594 | |
| tree | Journal of Performance of Constructed Facilities:;2014:;Volume ( 028 ):;issue: 006 | |
| contenttype | Fulltext | |
