beam-column

基本解释

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。
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。
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。
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。
rigid joints of beam column construction
梁-柱刚性连接节点