| contributor author | Cenk Demirkir | |
| contributor author | Gursel Colakoglu | |
| contributor author | Erol Karacabeyli | |
| date accessioned | 2017-05-08T22:00:32Z | |
| date available | 2017-05-08T22:00:32Z | |
| date copyright | December 2013 | |
| date issued | 2013 | |
| identifier other | %28asce%29st%2E1943-541x%2E0000820.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/68710 | |
| description abstract | Shear walls provide the lateral resistance needed for light-frame wood structures to withstand earthquake and wind loads. When sheathed with wooden structural panels, shear walls can be strong, stiff, and ductile. This is a study on the effect of wood species and drying temperature of veneer on the suitability of plywood for use in shear walls resisting earthquake loads. The highest lateral nail strength values were obtained from plywood panels manufactured from black pine veneers dried at 160°C. Group C (black pine) showed the highest maximum load values and the greatest displacement at ultimate load, whereas Group A (Scots pine) showed the lowest maximum load values and the least displacement at ultimate load. The stiffness values (2.38, 2.52, and 2.28 for Groups C1, C2, and C3, respectively) in Group C were higher than those of the other groups. The results exceeded the values for standards described in | |
| publisher | American Society of Civil Engineers | |
| title | Effect of Manufacturing Factors on Technological Properties of Plywood from Northern Turkey and Suitability of Panels for Use in Shear Walls | |
| type | Journal Paper | |
| journal volume | 139 | |
| journal issue | 12 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0000777 | |
| tree | Journal of Structural Engineering:;2013:;Volume ( 139 ):;issue: 012 | |
| contenttype | Fulltext | |
