足尺模型 meaning in Chinese
full scale model
full sized mock-up
prototype
Examples
- During the on - site experiment for full - scale segmental model of the girder , stress and cracks of the side - boxes were surveyed
进行标准梁段足尺模型试验，观测试验模型横向预应力钢束张拉后，主梁边箱测点的应变，以及模型表面混凝土裂缝的情况。 - 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。 - 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。 - Stress response of the tower wall at the least favorable section of all of the single section on the cable tower anchor segments of the cable - stayed bridge was studied under the annular pre - stress with cable force and tensile force by comparing the experiment results of the full - scale model of segment with the results of the finite element simulation analysis according to the forced status of the cable tower under practical conditions
摘要通过索塔锚固区节段足尺模型试验结果和有限元仿真分析比较，结合索塔受力的实际工况，对异型截面斜拉桥索塔锚固区节段最不利断面在环向预应力与索力共同作用下塔壁的应力响应进行了研究。