• 借鉴结构可靠度分析方法,给出了供水管网抗震功能可靠度分析一次二方法

    The mean-value-first-order-second-moment method and advanced first-order-second-moment method are used to analyze the aseismatic serviceability of water supply network.

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  • 提出响应方法和非线性有限元分析结合起来桥梁上部结构体系可靠度进行分析方法

    A new method aiming to incorporate the response surface method into the computation of system reliability for composite Bridges is proposed in this paper.

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  • 通过引入有限元方法混合分析适用结构可靠问题。

    By introducing the FEM, the mixed method is extended to perform finite element reliability analysis.

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  • 通过例就各参数随机性结构动力可靠影响进行分析验证本文方法可行性

    Finally, the influence of the random of structural physical on the structural dynamic reliability is analyzed through the examples, validating the feasibility of this method.

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  • 提出了综合考虑载荷结构参数双重随机性动力可靠度分析方法

    The method for dynamic reliability analysis, in which the randomicity of dynamic loads and structural parameters can be considered, is proposed.

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  • 条件概率数值分析方法基础提出了一种新的结构体系可靠点值估算方法,并通过算例说明了该法的应用。

    A new point-evaluation method for structural system reliability analysis is proposed based on conditional probability and numerical analysis method.

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  • 通过船墩三维结构随机力学分析提出基于可靠度理论下的靠船墩设计方法直接应用于工程实践

    Based on the analysis of three-dimensional structure random mechanics of pier, this paper advances reliability design method, which can be applied directly in engineering practice.

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  • 论文车架结构模型构建基础,将道路模拟试验可靠分析理论有限元分析方法结合起来分析可靠疲劳寿命

    In this paper, together with road simulation test, reliability theory and FEM, the fatigue life and degree of reliability were analyzed based on the construction of the frame.

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  • 分析方法计算简便钢筋混凝土结构安全评估修复加固提供了一种计算可靠度参考方法

    The method is simple and convenient, and a reference method of calculating the reliability for the safety assessment and strengthening of the existing RC structure can be provided.

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  • 根据结构可靠理论提出了碳化环境下PC结构耐久性可靠度分析方法

    According to the theory of structure reliability, an analysis method of durability of PC structure in carbonation is developed.

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  • 格式爆破网路结构进行分析计算,给出了计算网路的结点准可靠度有效方法

    The frame of lattice explosion network is analysed and computed, and an effective method to compute the reliability and probability of explosion network is given in this paper.

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  • 首先介绍工程结构可靠度理论分析计算若干方法重点阐述了FORM蒙特卡罗法。

    First, the basic theory and several computation analysis methods of reliability are discussed, and the First Order reliability method (FORM) and Monte-Carlo method are emphasized.

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  • 选用工程实例说明了已有砌体结构抗震可靠度分析实用方法

    Engineer case is presented here to demonstrate this method for aseismic reliability of the existing masonry structures.

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  • 本文探讨了功能函数不明确结构四阶可靠度分析方法

    In this paper, the four-moment reliability analysis method for perfopmance function implicit structure is discussed.

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  • 同时考虑结构物理参数几何尺寸作用荷载随机性情况下,给出结构有限元和基于可靠的灵敏分析方法

    In finite element and reliability analysis, the randomness of the structural physical parameters, geometry dimensions and the stochastic loads applied on structures are all considered.

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  • 作者基于等效理论给出了高层建筑结构在风荷载作用可靠度分析方法

    In this paper, reliability analysis method of tall building under the action of wind is put forward based on the equivalent wind spectrum theory.

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  • 给出了适用于优化算法抗震可靠度简化分析方法提出了一种基于“等可靠度准则结构优化方法

    A simplified approach of reliability analysis for seismic structures is provided. And an optimality criterion method is presented for the reliability-based optimization.

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  • 一次二阶方法结构可靠度分析基本方法.一次阶矩方法计算依赖验算附近功能函数的非线性

    The first-order second-moment method is fundamental in structural reliability analysis, its accuracy depends upon the nonlinear extent of performance functions around checking point.

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  • 针对既有桥梁结构特点建立了考虑荷载历史可靠度分析模型,并讨论了其计算方法

    Models of reliability analysis were established and calculation methods of the models were discussed with consideration of load history for the evaluation of existing bridge structures.

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  • 潜艇耐压结构系统可靠分析算例表明方法有效解决非线性失效方程的工程结构系统可靠度的计算问题。

    Examples for a submarine structure indicate that this method is practical and useful, and is especially suitable for reliability analysis with highly nonlinear failure surfaces.

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  • 论文首先结构可靠理论加以分析研究总结结构可靠度计算各种方法对各种方法加以比较

    This article firstly studies the theory of structure reliability, summarizes the various computational methods, and compares them with each other.

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  • 提出模糊结构体系主要失效模式识别方法结构体系的能可靠分析方法

    An approach for enumerating the significant failure mode for fuzzy structures, and a procedure for possibilistic reliability analysis of fuzzy structural systems were given.

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  • 研究利用参数有限元技术分析复合材料层合结构力学性能结构可靠度方法,并基于ANSYS软件平台开发相应参数化有限元程序

    Parametric FEM technique is used to analyze the mechanical performance and structural reliability of composite laminate structures. The parametric FEM code based on ANSYS is given.

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  • 分析并指出了我国现行结构耐火设计方法缺点,建议采用性能化设计方法提高结构耐火设计的可靠

    It is proposed that the base-performance design should be introduced to improve the reliability of fire resistance of steel structure.

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  • 运用体系复模态分析的统一方法得到结构响应动力可靠度解析表达式

    Using the above method, the analytic expressions of response and dynamic reliability are got.

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  • 响应有限元可靠计算采用有限元数值模拟解决功能函数不能明确表示结构可靠度计算问题的一类方法,对于大型复杂结构可靠度分析有重要的意义。

    Reliability calculation based on response surface FEM method utilizes the FEM numerical simulation to solve the reliability problems in which the analytical performance function can not be given.

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  • 这类地下结构稳定性分析最为合适采用考虑确定性可靠度方法

    The reliability method that can take uncertainty into account is the most appropriate way to analyze stability of the support structure.

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  • 本文论述了结构性能劣化原因提出考虑抗力变化的结构可靠度分析方法

    In this paper, the causes of structural performance deterioration are discussed and an analysis method for deteriorating structures is presented.

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  • 结构系统可靠研究基础上,根据隧道结构特点应用概率理论工程结构系统可靠度分析方法整个隧道结构系统可靠度进行了探讨。

    Some problems of tunneling system reliability are solved by using probability theory and system reliability analysis of engineering structures in light of characteristics of tunnel structure.

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  • 第一章介绍结构体系可靠度分析必要性特点回顾现有常用的计算结构失效概率方法

    Chapter 1 briefly reviews the necessity and character of structural systems reliability analysis as well as the existing approaches of estimating the failure probability of structural systems.

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