Chinese translation for "外加荷载"
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- external load
Related Translations:
外加压力: applie pressureapplied pressureextra pressureimpressed pressure 外加力: applied forcecompelling force 外加电压: applied pressureapplied voltageexternal voltageimpressed voltageimpressed-voltage
- Example Sentences:
| 1. | Vertical imposed load
垂直外加荷载 | | 2. | At the end of this paper , load optimization to optimal design of pre - stressed steel structure is carried out . the value of every parts of load can be decided on the base of optimization
在本文最后，进行了预应力外加荷载的优化，使确定外加荷载分级的大小建立在优化的基础之上。 | | 3. | The author established three t - stubs connections to simulate the three types of failure models . furthermore a model of no prying force model and a model with stiffener were made for analysis
撬力随外加荷载变化的规律复杂，而且撬力的变化规律受节点刚度的大小和是否设置加劲肋的影响较大。 | | 4. | Secondly , by loading a pressure simulate the corrosion product induced expansive effect on concrete around rebar . ansys that is a famous fea software is used for analysis a real model
其次，用外加荷载法模拟钢筋均匀锈蚀膨胀过程，通过ansys有限元程序对真实模型进行有限元分析，研究影响保护层胀裂所需膨胀力的因素。 | | 5. | First , a series of mechanical characteristic tests for lead - rubber bearing was taken . the relations among the mechanical properties of lead - rubber bearing with its different structure dimension and load have been studied
首先，通过铅芯橡胶支座的力学性能试验，系统研究了铅芯橡胶支座的力学性能与其结构构造及外加荷载之间的关系。 | | 6. | The method , based on the finite element theory , force - method theory , increment method and middle stiffness method , making use of the increment of curvature of the section , works out the increment of load applying and is proved in this thesis
接着，本文根据有限单元和力法原理、增量法及中点刚度理论，提出了本文暂且命名为曲率力法的非线性分析方法。该方法通过增加截面的曲率来反求框架外加荷载的增量，并在文中以试验的框架模型为例，给出了整个推导过程。 | | 7. | Considering the randomness of physics parameters of structural material ( mass density and elastic module ) , the problem of the structural dynamic characteristic analysis based on probability is studied . the problems of dynamic response analysis of closed loop control system based on reliability for the intelligent truss structures with random parameters were studied , in which the randomness of physics parameters of structural material and applied loads and control forces are considered
在考虑结构材料的物理参数(质量密度和弹性模量)为随机变量的情况下，对结构进行了基于概率的动力特性分析；在考虑结构材料的物理参数、外加荷载和闭环控制力均为随机变量的情况下，对结构进行了动力响应分析。 | | 8. | The theory of its optimal design has yet to be solved in the follow aspects : optimal design variables are treated as continuous , the case of discrete variable has not been considered ; the load is only divided by person and its optimization has not been taken into account . in view of engineering practice , a highly efficient global optimization algorithms is introduced into optimal design of pre - stressed steel structure with discrete variables in this paper
论文针对目前其优化设计研究中设计变量按连续变量对待，没有考虑离散变量的情况，对外加荷载进行人为划分而未考虑外加荷载的优化等问题，面向工程应用，提出一种改进的遗传算法，对其进行离散变量的优化设计。 | | 9. | The test results showed that the maximum lateral deformation of homogeneous soft soil appeared in 2 ~ 7 meters underground . so , we consider that the method , which depends on the lateral deformation values of surface observation pile to control the stability of soft - soil foundation during construction , is unreasonable . the test also indicated that soft - soil foundation could still support larger load after the initial failure of soft - soil foundation had been occurred
我们通过对试验的结果分析比较，认为荷载作用下均质软土地基的最大侧向位移一般发生在地表下2 7米的深度处，而施工中以地表观测桩观测的侧向位移来控制施工过程中的稳定性是不合理的；试验表明当软土地基发生早期破坏时，仍然能承受较大的外加荷载，对周围土体的强度提高有利，为在软土地基上进行“促动法”施工提供了依据。 | | 10. | Secondly , by using the great fem programme , analyzes the mechanism of bearing and deformation of rigid - soften composite piles foundation . draw a conclusion : exist a specific value , when the number of the rigid pile less than it , increase the number of the rigid pile , effect of reducing the settlement of rigid - soften composite piles foundation is distinct , on the contrary , when the number of the rigid pile more than it , increase the number of the rigid pile , effect of reducing the settlement of rigid - soften composite piles foundation is indistinct . finally , analyze and sum up some important design ' s constitutes of the rigid - soften composite piles foundation
其次，采用有限元计算程序，对刚柔复合桩基进行了三维有限元分析，考察了在不同荷载水平下，不同刚柔性桩比例的情况下，复合地基的平均沉降量、土体的沉降等值线和应力等值线以及刚性桩和柔性桩桩顶荷载比值随不同基础荷载水平的变化规律，得出了一些具有实际指导意义的结论：当总桩数不变，长桩比例增加到一定程度时，再增加刚性长桩的数量对地基整体沉降几乎没有什么效果；刚柔桩分布一定，柔性桩实际承载力小于其极限承载力时，外加荷载的增加，刚性单桩和柔性单桩所承当荷载的比值基本不变。 |
- Similar Words：
- "外加负载" Chinese translation, "外加工" Chinese translation, "外加工费用" Chinese translation, "外加工制" Chinese translation, "外加功率" Chinese translation, "外加荷载；附加荷载" Chinese translation, "外加厚" Chinese translation, "外加厚端" Chinese translation, "外加厚端部" Chinese translation, "外加厚管子" Chinese translation
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