您要查找的是不是：
- Based on the experiment of two unbonded partially prestressed flat beam-column joints,this paper studies the effect of steel fiber in the unbonded partially prestressed flat beam column joints. 通过两个无粘结部分预应力扁梁柱节点的试验，研究了钢纤维在无粘结部分预应力扁梁柱节点中的作用。
- Top and seat angle connections is a typical semirigid beam to column connection. 上下翼缘角钢梁柱节点是一种典型的半刚性梁柱节点。
- beam column connection 梁柱接合
- The unbonded prestressed concrete flat beam frame can meet the aseismic requirement. 无粘结预应力混凝土扁梁框架应当可以满足抗震要求。
- Welded-bolted beam to column connections 栓焊混合连接
- The node that articu-lates designs beam column, can bear larger step in curved rules, the curved distance of sus-pension column is little, suits the building on soft land base. 梁柱铰接的节点设计,能承受更大的跨中弯矩,柱脚弯距小,适合于软土地基上的建筑物。
- Some connections, such as I beam - H column connection, H beam- H column connection have been widely analyzed by many researchers, while the character of square cold-forming steel column -H beam connection has been seldom researched. 对于工型梁和H型柱以及H型梁和H型柱的连接已经被许多学者广泛研究，然而冷弯方管柱和H型钢梁的特性却很少为人关注。
- Based on the theory and test, the aseismatic behaviour of the joints in the middle level of unbonded prestressed concrete flat beam frame is analyzed and discussed in this paper. 本文试图在理论研究和试验分析的基础上，分析探讨中间层无粘结预应力混凝土扁梁框架节点的抗震性能。
- Based on the analysis of these models,a new modified seismic damage model for reinforced concrete beam column considering the influence of damping energy-dissipation is presented. 在分析各种破坏模型优缺点的基础上,针对钢筋混凝土压弯构件提出了考虑了阻尼耗能影响时的地震破坏模型。
- The experimental results indicate well-designed ring beam joints and ring flat beam joints can have excellent deformability and can effectively transfer the flat beam shear and moment. 试验结果表明,通过合理设计,环梁、环扁梁节点能有效地传递框架梁、扁梁梁端的剪力和弯矩,具有良好的变形能力。
- Based on the analysis of these models, a new modified seismic damage model for reinforced concrete beam column considering the influence of damping energy-dissipation is presented. 在分析各种破坏模型优缺点的基础上，针对钢筋混凝土压弯构件提出了考虑了阻尼耗能影响时的地震破坏模型。
- The mechanical properties and analysis principles of uppc flat beam are introduced, the influence of axial compression ratio on seismit performance of flat beam is emphatically discussed in the paper. 本文介绍了部分预应力混凝土宽扁梁节点的受力性能及分析机理,并重点介绍了轴压比系数对宽扁梁节点的抗震性能的影响。
- flat slab-T-shaped column connection 平板-T形柱节点
- The bonded prestressed concrete structural wide flat beams were employed as the frame beams, while the unbonded prestressed concrete structure was applied to the junior beams. 框架梁为有粘结预应力混凝土宽扁梁,次梁采用无粘结预应力混凝土结构。
- rigid joints of beam column construction 梁-柱刚性连接节点
- Experimental Investigation into Unbonded Post-Tensioned PC Flat Plate-T-Shaped Column Connections 后张无粘结PC平板-T形柱节点的试验研究
- reinforced concrete beam column structure 钢筋混凝土梁柱结构
- Experimental Study of Unbonded PC Flat Slab-T-Shaped Column Connections Under Reversed Loads 无粘结PC平板-T形柱节点的反复加载试验
- The man jacked up his car to fix a flat tire. 那人用千斤顶把他的汽车顶起以修理漏气的轮胎。
- He stumbled over a stump and fell flat on his face. 他给树桩一绊，摔了个嘴啃泥。
