After analyzing the conventional multi-arch-cantilever method and reliability theory, the stochastic multi-arch-cantilever method has been raised.
在对常规多拱梁法和可靠度理论进行了分析后，提出了随机多拱梁法。
In this paper the moment redistribution due to prestressing in precast segment continuous prestressed concrete beam erected by cantilever method is described.
本文叙述了悬臂拼装预应力混凝土连续梁的预加力引起的弯矩重分布。
In this paper, the deformation control in the construction control of long-span Bridges using the segmental cantilever method is studied, with regards to some engineering examples.
以一座实桥为工程背景，对采用分节段悬臂浇筑施工的大跨度桥梁结构施工控制过程中的变形控制进行了研究，提出了变形控制过程和实现的方法。
Based on the cable-stayed bridge using method of cantilever, the paper establishes the optimization model of construction phase with multi-objective and multi-constraint and gives the example.
采用多目标、多约束的优化方法，以悬臂施工主梁的斜拉桥为例，建立了施工阶段的优化模型，并给出算例。
Lastly, through a three-layer frame and a cantilever beam testify that the method can very accurately identify structural damage location and degree.
最后，通过一个三层框架和一个悬臂梁的算例证明：组合参数法能够非常精确地识别出结构的损伤位置和损伤程度。
The article describes the monitor objective, method, data analysis, regulating control measures and monitoring result in the course of cantilever concreting construction of the bridge.
文章介绍了该桥在悬臂浇筑施工过程中监控的目标、方法、数据分析、调控措施和监控效果。
An experiment method was used to identify ARX model of the system, based on which the predictive controller was obtained to control vibration of a cantilever beam.
通过实验方法建立了系统的ARX模型，并在此基础上设计了预测控制器对结构进行振动主动控制。
The authors used the method of trigonometric series and polynomial to solve the problem for the bending of a cantilever plate in a symmetric triangular shape under uniform load.
作者以前应用三角级数加多项式的方法解决了悬臂对称三角形板在均布载荷作用下的弯曲问题。
This paper discusses the problems of the unsymmetrical bending of cantilever rectangular plates under various loads by the energy method.
本文用能量法讨论了悬臂矩形板在多种荷载作用下的不对称弯曲问题。
A new linear sensing method of deflection and stress, in which the fiber grating bandwidth is stretched by using bilateral cantilever beam, is reported.
报道一种利用双侧悬臂梁展宽光纤光栅带宽实现对挠度和应力线性传感的新方法。
By applying the finite element method in the calculation, the temperature response curve of the cantilever has been obtained.
采用有限元方法进行计算，获得了悬臂梁弯曲变形的温度响应曲线。
A method for instantaneous three-dimensional profile measurement of a continually vibrating cantilever beam is proposed.
提出一种连续振动悬臂梁瞬时三维形貌的测量方法。
Research purposes: Suspended basket construction is a main method in cantilever construction.
研究目的挂篮施工方法是悬臂施工中的一种主要施工方法。
In this paper, a simple and effective control method for electrohydraulic position tracking system in a rigid rotating cantilever beam is proposed by using AI technology.
本文针对一类刚性悬臂梁电液位置跟踪系统，提出一种简便、有效的智能控制新方法。
The bending process of a single crystalline nano-copper cantilever beam with holes was simulated by using the molecular dynamic method.
应用分子动力学方法模拟了带孔纳米单晶铜悬臂梁的弯曲过程。
It is shown in the tests that this method has many advantages when it is applied to a cantilever plate and a blade-disc assembly model.
通过对悬臂板，叶片轮盘组合体模型所作的试验说明了这种方法的优越性。
Three dimension finite element method is used to calculate the stress state of the cantilever during each construction stage.
因此对桥悬臂施工过程进行了三维有限元计算，分析了各个施工阶段的应力状态。
In this paper, we use singular function method to simplify calculations of limit loads for annular plates with cantilever end.
本文应用奇异函数简化计算具有悬臂端环板的极限荷载。
Based on the analytical and numerical method, free vibration of the cantilever beam with rotating motion is analyzed.
分析转动悬臂梁的自由振动问题，通过综合运用解析法和数值方法解决悬臂梁振型函数过于复杂的问题。
The paper mainly introduces the method of medium error control of cantilever concreting box beam of Hengliaojing Bridge. It also approaches to the evaluation and acceptance of the project quality.
本文简要介绍横潦泾大桥悬臂浇筑箱梁中线偏差控制的方法以及对工程质量验收评定进行探讨。
A model test of stressed-skin hyperbolic paraboloid cantilever structure has been made and the results obtained from calculation by the given method accord basically with those from the model test.
同时还进行了双曲抛物面应力蒙皮悬挑结构的模型试验，试验表明理论计算与实测结果是基本符合的。
The method has been applied to the complex model analysis of a sandwich cantilever beam with viscoelastic damping material core and verified experimentally.
应用上述方法对悬臂约束阻尼层梁的复模态参数进行了分析，并进行了实验验证。
This article simply describes the design method of cantilever pile of reinforced concrete on supporting structure of deep foundation.
本文简要介绍了深基坑钢筋砼悬臂桩支护结构的设计过程。
The present method is validated through a cantilever beam and a offshore platform.
并通过悬臂梁和海洋平台的数值模拟对该方法进行了验证。
Through the project example, the strength calculation method for local wall pier under the cantilever beam of a brick-residence was discussed.
通过工程实例，对砖混住宅挑梁下的局部墙垛的强度计算方法进行了探讨。
A cantilever beam is calculated as an example. The correctness of the method is verified by an experiment.
最后以悬臂梁为例进行了计算，并通过试验验证了所给出方法的正确性。
The efficiency of the method is validated by numerical simulation studied on a damage cantilever beam.
通过对悬臂梁在损伤情况下的数值模拟验证了该方法的有效性。
The efficiency of the method is validated by numerical simulation studied on a damage cantilever beam.
通过对悬臂梁在损伤情况下的数值模拟验证了该方法的有效性。
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