1) Beam and Column
肋梁柱
1.
Design Method and Stability Analysis of Pre-stressed Anchor Supporting Structure with Beam and Column;
预应力肋梁柱锚杆支挡结构设计及稳定性分析研究
2) girder rib
梁肋
3) rib beam
肋梁
1.
It is composed of the small prefabricated component with the cast-in-place concrete rib beam.
混凝土叠合箱网梁楼盖是一种新型的楼盖形式,是由小型预制构件(混凝土叠合箱)与现浇混凝土肋梁结合成具有连续箱型截面的整体结构,箱体与肋梁共同受力。
2.
Through the composite bottom box reinforcement connecting with main reinforcement hook anchor,the composite box rib and rib beam longitudinal rod reliable connection and so on critical process,the composite component of composite box is prefabricated to connect latter pouring rib beam and board uniting as a whole structure.
该技术通过叠合箱底盒外伸拉接筋与肋梁主筋的钩锚、叠合箱上盒外伸拉接筋与肋梁纵筋牢固连接等关键工序,将预制叠合构件"叠合箱"与后浇肋梁连接成梁板合一的整体,形成工字形断面的网梁楼盖,连接可靠,整体性好,既实现了大跨度大空间,又降低了工程成本,节约了工程投资,并形成了一套先进的大跨度组合式叠合箱网梁楼盖施工技术。
4) ribbed floor
肋梁楼盖
1.
Preliminary study of plane selection of concrete ribbed floor with unequal column spacing;
不等跨柱网混凝土肋梁楼盖平面选型问题初探
5) double ribbed main beam
双肋主梁
1.
The governing differential equations for double ribbed main beam considering shear lag under axial loading is established by using the principle of the minimum potential energy.
利用最小势能原理建立双肋主梁在轴向荷载作用下考虑剪力滞效应控制微分方程,在获得方程齐次解后,导出可广泛应用的单元刚度矩阵。
6) eccentricity of beams
肋梁偏心
1.
On the basis of finite element analysis for slab and beam structure,the eccentricity of beams in forming the rigidity of the structure is considered, so that the analysis accords with the prototype structure.
分析表明考虑肋梁的偏心以后 ,结构的整体刚度明显增加 ,变形减小 ;肋梁的弯矩与不考虑肋梁偏心时的弯矩相比变化不大 ;扭矩较不考虑肋梁偏心时的增大 ;板的内力较不考虑偏心时的减
补充资料：钢筋混凝土明牛腿梁柱节点疲劳试验
钢筋混凝土明牛腿梁柱节点疲劳试验
腾 钢筋混凝土明牛腿梁柱节点低周疲劳试验
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条