Mechanical Behaviour of Laterally Loaded Nailed Timber Joints under Displacement-controlled Cyclic Loading

摘要：

Introduction Cyclic fatigue is a damage process that can occur in timber joints with laterally loaded metal nails subject to large amplitude slip during events such as earthquakes. Potential for such damage is the greatest in timber-to-timber joints with high-density members and steel plate-to-timber joints. To fully examine the fatigue behavior of nailed timber joints a deep understanding of the effect that loading waveform and frequency might have are essential, in this paper, a displacement-controlled cyclic loading mode was given in the nailed timber-to-timber joints with main applicability to seismic events.

作者: Meng Gong Ling Li Ian Smith Dagang Li

作者单位: Faculty of Forestry and Environmental Management, University of New Brunswick, Fredericton, Canada College of Wood Science and Technology, Nanjing Forestry University, Nanjing, China

会议类型: 国际会议

会议名称: International Symposium on Wood Science and Technology(IAWPS 2008)(国际木材产品学会联合会2008学术研讨会)

会议地点: 哈尔滨

会议语种:英文

页码: 209-210

在线出版日期: 2008-09-27（万方平台首次上网日期，不代表论文的发表时间）