| 摘要: |
| 以日本落叶松、兴安落叶松及进口云杉松木冷杉（SPF）为木框架，以进口定向刨花板（OSB）为覆面板材料，设计制作了3组共12面木框架墙体.通过单向加载试验和低周往复加载试验，研究了不同木框架对墙体的单位长度承载力、极限位移、弹性抗侧刚度和耗能的影响.结果表明：以日本落叶松、兴安落叶松及进口SPF为木框架的墙体，单位长度承载力分别为959，708，905kN/m，极限位移分别为5809，5333，6584mm，弹性抗侧刚度分别为136992，112630，111904kN/m，耗能分别为783989，526274，802720J/m.以日本落叶松制作的木框架墙体抗剪性能最好. |
| 关键词: 木框架墙体 日本落叶松 兴安落叶松 云杉松木冷杉（SPF） 抗剪性能 |
| DOI：103969/j.issn.1007 9629201705017 |
| 分类号: |
| 基金项目:“十二五”国家科技支撑计划项目（2015BAD14B0502）；国家林业局林业科技成果推广项目（201409） |
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| Shear Performance of Wood Frame Shear Walls Framed with Domestic Dimension Lumber |
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WANG Zi1, WANG Li1, WU Guofang1, WU Yong2, DING Qingfeng2, ZHAO Rongjun1
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1.Research Institute of Wood Industry, Chinese Academy of Forestry, Beijing 100091, China;2.Suzhou Crownhomes Company Limited, Suzhou 215100, China
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| Abstract: |
| A total of 12 pieces shear wall segments were fabricated with three kinds of frame materials including Larix kaempferi dimension lumber, Larix gmelinii dimension lumber and imported SPF, and imported OSB as sheathing panels. The shear wall were tested under monotonic and cyclic loads respectively, and the effects of different materials of frame on the bearing capacity, elastic shear stiffness, ultimate displacement and energy dissipation of shear walls were investigated. Test results show that the bearing capacities of shear wall with Larix kaempferi , Larix gmelinii and SPF frames are 959, 708, 905kN/m, respectively. The ultimate displacements are 5809mm, 5333mm and 6584mm, while the stiffnesses are 1 36992,1 12630, 111904kN/m, respectively. The energy dissipations are 783989, 526274, 802720J/m, respectively. It can be concluded that Larix kaempferi dimension lumber has a good performance as frame members of shear wall as shown in the tests. |
| Key words: wood frame shear wall Larix kaempferi Larix gmelinii SPF shear performance |
