Beam-frame

基本解释

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。
Spinner Block, and hook the upper column, the whole beam frame is simple, the structure had been built a prototype of the Yuan Liang climb.
上层施平座及勾栏，粱架现整简洁，结构已具元代爬梁的雏形。
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。
First, through the tests of four different nodes under low cyclic loading, themechanical process and the failure mechanism of SRC-RC beam frame node isstudied.
首先，通过低周期反复荷载作用下四种不同构造节点形式的SRC柱-RC梁框架节点的试验，研究其受力过程和破坏机理。
With ANSYS software, the numerical simulation of the side joints in a steel reinforced high strength concrete (HSRC) column / high strength reinforced concrete (HRC) beam frame has been made.
利用ANSYS软件,对钢骨高强混凝土柱/钢筋高强混凝土梁框架边节点进行了模拟计算,根据其在低周期反复荷载作用下的滞回性能描绘出了骨架曲线。