scaled model test meaning in Chinese
比例模型试验
Examples
- Scale model test
比例模糊试验 - To ensure the safety and rationality of the behavior of the bridge and also to verify the reliability of its design and calculation theories , the 1 / 10 scale model tests have been carried out
为确保其受力的安全性与合理性，验证设计计算理论的可靠性，进行了1 / 10模型试验。 - Based on the researches at home and abroad , aiming at the application of dynamic consolidation in compacting loess embankment , this paper makes assessments and analyses of the concerned factors and provides the laws of dynamic consolidation dealing with loess embankment according to the large - scale model test indoor ; combined with tonghuang highway construction , field tests of dynamic consolidation dealing with loess embankment is carried out in the representative loess - embankment experimental sites and some regularities of loess before and after handled by dynamic consolidation is put forward by physico - dynamic property experiments and electron - analysis ; at last , the author makes a systematic analysis of information related and presents the applicable condition , compacting technique and checking method which applies to dynamic consolidation dealing with loess embankment on the basis of field tests and model experiments indoor
本文在国内外资料调研基础上，针对强夯法在黄土路堤压实施工中的应用，对强夯处理黄土路堤的有关因素进行了评价分析，并通过室内大比尺模型试验得出强夯压实黄土路堤的规律；结合铜黄公路建设，选择典型黄土路堤试验段，进行了强夯压实黄土路堤的各项现场试验，通过物理力学性质试验和电镜分析得出强夯前后黄土料压实体的有关规律；最后，在室内外各项试验基础上，对有关资料进行了汇总分析评价，提出了强夯处理黄土路堤的适用条件、施工工艺及检测方法。 - 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。