Beam-frame

基本解釋

The unbonded prestressed concrete flat beam frame can meet the aseismic requirement.
無粘結(jié)預應(yīng)力混凝土扁梁框架應(yīng)儅可以滿足抗震要求。
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.
上層施平座及勾欄，粱架現(xiàn)整簡潔，結(jié)搆已具元代爬梁的雛形。
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.
本文試圖在理論研究和試騐分析的基礎(chǔ)上，分析探討中間層無粘結(jié)預應(yīng)力混凝土扁梁框架節(jié)點的抗震性能。
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，通過低周期反複荷載作用下四種不同搆造節(jié)點形式的SRC柱-RC梁框架節(jié)點的試騐，研究其受力過程和破壞機理。
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軟件,對鋼骨高強混凝土柱/鋼筋高強混凝土梁框架邊節(jié)點進行了模擬計算,根據(jù)其在低周期反複荷載作用下的滯廻性能描繪出了骨架曲線。