cable-beam anchorage

基本解釋

Mechanical behavior and fatigue reliability of tensile anchor plate structure in the cable-beam anchorage zones of cable-stayed bridges;
為評(píng)估湛江海灣大橋錨拉板式索梁錨固結(jié)構(gòu)關(guān)鍵構(gòu)造細(xì)節(jié)的疲勞性能，對(duì)該結(jié)構(gòu)進(jìn)行了足尺模型疲勞試驗(yàn)。
Therefore, some slopes cannot be reinforced efficiently by foundation beam with prestressed cable because of the unreasonable designed anchorage-angle.
鑒于此，研究了預(yù)應(yīng)力錨索地梁中合理確定錨固角的方法，提出以錨索地梁和坡面巖體間不發(fā)生相對(duì)滑動(dòng)為初判條件；
This paper analyzes the local stress in the anchorage zone of cable-beam and cable-tower with three-dimensional finite element model for providing the reference to similar works.
本文建立索梁及索塔錨固的三維有限元模型，分析這些部位的局部應(yīng)力。