机译:竖向荷载作用下应县木塔斗拱支架的结构性能试验研究
Key Lab of Structures Dynamic Behaviour and Control (Harbin Institute of Technology), Ministry of Education, Harbin 150090, China, School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China, Faculty of Forestry and Environmental Management, University of New Brunswick, Fredericton E3B 5A3, Canada;
Key Lab of Structures Dynamic Behaviour and Control (Harbin Institute of Technology), Ministry of Education, Harbin 150090, China, School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China;
Department of Wood Science, University of British Columbia, Vancouver V6T 1Z4, Canada;
Key Lab of Structures Dynamic Behaviour and Control (Harbin Institute of Technology), Ministry of Education, Harbin 150090, China, School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China;
Ancient wood structures; Yingxian Wood Pagoda; Dou-Gong brackets; Structural performance; Scaled test;
机译:映仙木塔典型梁柱节点的消能性能:实验研究
机译:迎佳木塔宫和上框架组合滞回行为的实验研究
机译:预制墙竖缝结构性能试验研究
机译:竖向荷载作用下应县木塔斗拱支架的结构性能
机译:评估承受横向荷载和水分循环的木剪力墙的结构性能。
机译:LENZ型立轴风力发电机在开放环境下的载荷试验和性能参数的实验数据。
机译:轴向载荷钢筋混凝土低层建筑柱结构性能的实验研究
机译:钢筋混凝土框架结构抗震设计仅适用于重力荷载。第3部分:结构模型的实验性能和分析研究