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In-Plane Behavior of Timber Frames with Masonry Infills under Static Cyclic Loading
| 题名： | In-Plane Behavior of Timber Frames with Masonry Infills under Static Cyclic Loading |
| 正文语种： | 英文 |
| 作者： | In-Plane Behavior of Timber Frames with Masonry Infills under Static Cyclic Loading |
| 作者单位： | Tokyo Institute of Technology |
| 关键词： | Timber construction; Masonry; Damage; Seismic analysis; Wood structures |
| 摘要： | The good in-plane behavior of timber frames with masonry infills, characterized by an excellent ductility capacity, is presented and explained as observed during static cyclic experimental tests on wall panels. The aim of the study was to characterize the seismic behavior of the timber frames with rectangular masonry infill panels (without timber diagonals). Tests of materials and subassemblies were performed to identify the parameters influencing the performanee of the system. Thus, the contribution of each component (masonry, timber) in the lateral force-resisting mechanism, the local interaction between masonry and timber elements, and final failure pattern are highlighted in this paper. A numerical model of the wall panel with masonry infill is described, as it was developed with FINAL vll software, and it reasonably matches with experimental results. DOI: 10.106l/(ASCE)ST.1943-541X.0001405. © 2015 American Society of Civil Engineers. |
| 出版日期： | 2016.02 |
| 出版年： | 2016 |
| 期刊名称： | Journal of Structural Engineering |
| 卷： | Vol.142 |
| 期： | NO.02 |
| 页码： | 04015140 |
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