full scale model meaning in English
全尺寸模型
实尺模型
实物模型
足尺模型
Examples
- During the full scale model comprising an area of 28 m2 not only the conventional loading capacity tests were taken but also the rotational restraint was tested , which will provide valuable data to some similar structure members design
进行面积约28m ~ 2的足尺模型的承载力试验时，同时对蒙皮支撑的檩条进行了抗扭刚度试验，为今后同类檩条设计过程中扭转刚度的取值提供了参考。 - Combined with the full scale models tested in - situ of prestressed concrete penstock with double circle unbonded strands and single circle bonded strands of xiaolangdi multipurpose dam project of yellow river , the advantages and disadvantages of two different prestressed systems are analyzed , the concrete stress distributions of the prestressed concrete penstock are induced and summarized during the whole tensioning strands stage . the consistence among the test results , the theory calculating and the three dimensional finite element analysis is proved . therefore , the theoretical method of prestressed concrete penstock is feasible
结合黄河小浪底水利枢纽工程在施工现场进行的采用双层双圈环形无粘结预应力钢绞线和单圈有粘结预应力钢绞线对排沙洞衬砌混凝土施加预应力的1 ： 1模型试验，对比分析了两种后张预应力施工体系的优劣，归纳总结了预应力筋束张拉过程中预应力混凝土压力管道结构管壁混凝土的内力分布规律，验证了模型试验实测数据、理论计算和三维有限元分析结果的一致性，确定了预应力混凝土压力管道理论计算方法的可行性。 - Interaction of run - on slab and soil is simulated by “ m ” method , run - on slab is constrained by soil through the vertival and horizontal , advances computing model of new type semi - integral abutment bridge . ( 3 ) this paper takes hengyang dashuiting middle bridge for test supporting project , designs full scale model test which can reflect truly interaction of beam , run - on slab and the embankment behind the abutment of new type semi - integral abutment bridge
通过“ ”法来模拟搭板与土体之间的相互作用,用竖向弹簧和水平弹簧来实现土体对搭板的约束作用,建立了新型半整体式无缝桥梁的计算模型; ( 3 )以衡阳大水町中桥为试验依托工程,设计了能真实反映新型半整体式无缝桥主梁、搭板以及台后填土相互作用的足尺模型试验。