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1.
基于条分模式的边坡可靠度近似计算方法 总被引：1，自引：0，他引：1
通过对边坡稳定分析方法中的条分理论和响应面法的研究,针对边坡可靠性计算往往没有明确的解析表达式,以及稳定性系数计算方法和响应面法（RSM）的特点,将响应面法中的有限元数值模拟以条分模式中的稳定性系数隐式方程的迭代计算方法代替,建立了条分模式下的边坡可靠性计算的极限状态方程,从而形成了一种新的边坡稳定可靠性响应面分析方法。本文提出的改进的响应面法原理简单,计算效率较高并具有一定的精度,适用于对边坡可靠度的近似计算。 相似文献
2.
The capacity spectrum method (CSM), capable of predicting the demands of forces and deformations of the inelastic system, has been applied in the ATC and FEMA guidelines. The deformation of an inelastic system is solved iteratively by using the equivalent linearization for CSM, which actually forms a nonlinear map or discrete dynamical system. However, the iterative procedure of CSM did not converge for some inelastic systems, and the complicated dynamical phenomena for the solutions such as the periodic oscillation, period-doubling bifurcation and chaos may occur, which were shown in the bifurcation plots of iterative map of the simplified CSM in ATC40 and FEMA440. This paper presents a novel method to analyze and control the non-convergence of the iterative procedure of CSM from the perspective of chaotic dynamics. The Lyapunov exponent of the dynamical system is employed to identify the evolutional state and stability of solutions. Finally, the stability transformation method as a simple, versatile and effective chaos feedback control approach is applied to control the convergent failure of CSM in ATC40 and FEMA440. The numerical results illustrate that the stability transformation method can capture the desired fixed points of the dynamical system and obtain the stable convergent solutions of CSM. 相似文献
3.
将有限元反应及其灵敏度分析与结构可靠度分析的近似解析方法结合起来,可以进行具有隐式功能函数的大型复杂结构的可靠性分析。在基于位移的非线性纤维梁柱单元及其灵敏度直接微分表达式的基础上,通过力学变换、概率变换和反应灵敏度,将结构可靠度计算方法FORM和SORM与有限元方法有机地集成在一起。依据现行抗震设计规范,建立了钢框架结构典型构件承载能力和结构层间变形能力的抗震极限状态方程,利用地震作用的等效随机静力模型,采用非线性有限元静力可靠度方法,对一实际工程结构的抗震可靠度及其灵敏度进行了概率分析和评价,结果表明：尽管在大震作用下该结构的层间弹塑性变形可靠度较高,但是构件极限承载能力的可靠度指标较低,仍然存在失效的可能性。因此,仅验算“小震”作用下结构的承载能力可靠度和“大震”作用下结构的变形能力可靠度是不够的,还需要验算在“中震”和“大震”作用下结构的极限承载能力可靠度。 相似文献
4.
钢框架结构的非线性静力抗震可靠性分析 II:可靠度指标及其灵敏度 总被引：2，自引：0，他引：2
将有限元反应及其灵敏度分析与结构可靠度分析的近似解析方法结合起来,可以进行具有隐式功能函数的大型复杂结构的可靠性分析。在基于位移的非线性纤维梁柱单元及其灵敏度直接微分表达式的基础上,通过力学变换、概率变换和反应灵敏度,将结构可靠度计算方法FORM和SORM与有限元方法有机地集成在一起。依据现行抗震设计规范,建立了钢框架结构典型构件承载能力和结构层间变形能力的抗震极限状态方程,利用地震作用的等效随机静力模型,采用非线性有限元静力可靠度方法,对一实际工程结构的抗震可靠度及其灵敏度进行了概率分析和评价,结果表明:尽管在大震作用下该结构的层间弹塑性变形可靠度较高,但是构件极限承载能力的可靠度指标较低,仍然存在失效的可能性。因此,仅验算"小震"作用下结构的承载能力可靠度和"大震"作用下结构的变形能力可靠度是不够的,还需要验算在"中震"和"大震"作用下结构的极限承载能力可靠度。 相似文献
5.
介绍了钢筋混凝土框架结构计算机仿真和并行计算的研究现状。数值仿真主要采用有限元、离散元等数学物理模型,而可视化技术及图形仿真基于图形学和图像处理技术,是驾驭计算过程及理解大体积数据的唯一有效途径。有限元并行计算有SBS、EBE两种策略,非线性求解有直接与迭代解法,动力时程分析有显式、隐式和精细时程积分法。最后介绍了并行计算在钢筋混凝土结构分析中的应用。 相似文献
6.
本文提出了位场区域-剩余异常分离的空间域递减半径迭代法.由给定半径的圆周上八点位场值的算术平均导出一个新的八点圆周平均公式,它是一个由重磁数据计算区域异常的滤波器.该滤波器的传递函数有一主瓣和多个旁瓣,且半径越大,旁瓣越多,滤波器特性越差.由从大到小不同半径对应的传递函数的连乘积构造了递减半径迭代传递函数,它以大半径为参变量.递减半径迭代传递函数类似低通滤波器,其截止波数与大半径成反比.由递减半径迭代传递函数,给出空间域分离区域异常的递减半径线性迭代法,由重磁数据减去区域异常求得剩余异常.进一步,通过构造非线性修正系数,把空间域递减半径线性迭代法中线性迭代公式变成非线性迭代公式,得到空间域递减半径非线性迭代法.重磁理论模型及安徽泥河铁矿重磁资料的试验表明,空间域递减半径非线性迭代法可有效地压制假异常和高频干扰以及减少异常畸变,并能有效地分离出区域异常和剩余异常. 相似文献
7.
In this paper, a new index is proposed for the selection of the best regional frequency analysis method. First, based on the theory of reliability, the new selective index is developed. The variances of three regional T‐year event estimators are then derived. The proposed methodology is applied to an actual watershed. For each regional method, the reliability of various T‐year regional estimates is computed. Finally, the reliability‐based selective index graph is constructed from which the best regional method can be determined. In addition, the selection result is compared with that based on the traditional index, root mean square error. The proposed new index is recommended as an alternative to the existing indices such as root mean square error, because the influence of uncertainty and the accuracy of estimates are considered. Copyright © 2003 John Wiley & Sons, Ltd. 相似文献
8.
序列子集联合代数重建技术 总被引：2，自引：0，他引：2
图像重建迭代算法的主要缺点是计算量大,重建速度慢。为减少计算时间,Hudson等提出了有序子集算法,由于该算法在每次迭代时使用固定的子集个数,重建图像的质量主要依赖于迭代步中的子集数。本文提出序列子集联合代数重建技术,在每次迭代后减少使用的子集个数,这样在加速图像收敛的同时恢复重建图像的各种频率元素。实验结果表明序列子集联合代数重建技术可在少数次迭代后提供较高质量的重建图像,且对噪声数据不敏感。 相似文献
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10.
测井数据和地震数据是地震勘探中两种最重要的资料. 测井约束地震波形反演是在非线性波形反演的基础上,利用已知测井资料详细的垂直分辨能力和地震资料均匀密集的水平采样特点, 通过迭代反演来求取一个具有较高分辨率的速度参数.本文建立了测井约束反演模型,研究了测井约束下地震波形反演的同伦摄动求解方法.同伦摄动法作为一种新的、求解数学物理中各种非线性问题的有效方法,具有计算速度快、计算精度高的优点.这对于提高反演的精度和效率是十分有益的. 为了表征该方法的有效性和稳定性,分别对水平层状介质模型和逆冲断层带模型进行了数值模拟,并与Landweber迭代法相对比,结果表明该算法具有更好的收敛性,能够取得更为满意的反演效果. 相似文献
11.
Murat Emre Kartal Alemdar Bayraktar Hasan Basri Başağa 《Soil Dynamics and Earthquake Engineering》2010
In this study, failure probability of the concrete slab on concrete-faced rockfill (CFR) dams with welded and friction contact is investigated under earthquake effects by reliability analysis. For this purpose, Torul CFR dam is selected as an example and numerical solutions are performed by considering combination of reliability analysis–finite element method. 1992 Erzincan earthquake acceleration record is used in the finite element analysis considering deconvolved-base rock input model. In this model, the ground motion to be applied to the foundation base rock is obtained by deconvolution of the free-field surface record. In the materially nonlinear analysis, Drucker–Prager model is used for concrete slab and multi-linear kinematic hardening model is utilized for rockfill. Geometrically nonlinearity is also taken into account. Viscous boundary conditions are defined in the finite element model for both foundation soil and reservoir water. The hydrodynamic pressure of the reservoir water is considered using 2D fluid finite elements based on the Lagrangian approach. Both welded contact and friction contact based on the Coulomb’s friction law are defined in the structural connections. Improved Rackwitz–Fiessler method is used with response surface method in the reliability analysis. The tensile and compression strengths of the concrete slab are utilized in the implicit limit state functions considering various thicknesses. The probability of failure of the most critical points in the concrete slab is obtained. According to this study, the probabilities of failure obtained from the CFR dam including friction contact are lower. When the welded contact is considered in joints, the probability of failure of the concrete slab is 1 due to tensile stress limit state and compression stress limit state only if concrete slab is linear. The most critical probability of failure of the concrete slab appears in the case that the concrete slab is linear and rockfill is materially nonlinear. The probability of failure of the concrete slab decreases if the nonlinearity of the concrete is considered. Also, hydrodynamic pressure decreases the reliability of the concrete slab. 相似文献
12.
非线性问题的逐次线性化方法的每个线性化过程可通过最小二乘ＱＲ分解算法求解．为了精确地描述和控制逐次线性化迭代过程，引入迭代阻尼系数．首先根据模型拟合表最小的准则确定满足最佳一次线性化效果的最佳初始迭代阻尼系数；然后随遂次线性化迭代而减小迭代阻尼系数，并加入松弛因子对每次迭代输出的波速修正量进行控制；最后根据混沌理论，采用Ｌｙａｐｕｎｏｖ指数和模型拟合差的变化，描述第ｋ次迭代所处的状态，在解估计的方差急增之前及时停止迭代，获得可信度和分辨率最佳的解估计．模型计算与实例证明方法有效． 相似文献
13.
复杂介质波动方程反演是地球物理研究中的重要问题，通常表述为特定目标函数最优化，难点是多参数、非线性和不适定性.局部和全局优化方法都不能实现快速全局优化.本文概述了地震波勘探反演问题的理论基础和研究进展，阐述了反演中优化问题的解决方法和面临的困难，并提出了一种确定性全局优化的新方法.通过在优化参数空间识别并划分局部优化解及其附近区域，只需有限次参数空间划分过程就能发现所有局部解（集合）；基于复杂目标函数多尺度结构分析，提出多尺度参数空间分区优化方法的研究方向.该方法收敛速度快，优化结果不依赖初始解的选取，是对非线性全局优化问题的一个新探索. 相似文献
14.
The objective of the study presented in this paper is to investigate the effects of masonry infills on the shear demand and failure of columns for the case when reinforced concrete frames with such infills are modeled by means of simplified nonlinear models that are not capable of the direct simulation of these effects. It is shown that an approximate simulation of the shear failure of columns can be achieved through an iterative procedure that involves pushover analysis, post‐processing of the analysis results using limit‐state checks of the components, and model adaptation if shear failure of columns is detected. The fragility parameters and the mean annual frequency of limit‐state exceedance are computed on the basis of nonlinear dynamic analysis by using an equivalent SDOF model. The proposed methodology is demonstrated by means of two examples. It was shown that the strength of the four‐story and seven‐story buildings and their deformation capacity are significantly overestimated if column shear failure due to the effects of masonry infills is neglected, whereas the mean annual frequency of limit‐state exceedance for the analyzed limit states is significantly larger than that estimated for the case if the shear failure of columns is neglected. Copyright © 2012 John Wiley & Sons, Ltd. 相似文献
15.
We introduce a nonlinear orthogonal matching pursuit (NOMP) for sparse calibration of subsurface flow models. Sparse calibration is a challenging problem as the unknowns are both the non-zero components of the solution and their associated weights. NOMP is a greedy algorithm that discovers at each iteration the most correlated basis function with the residual from a large pool of basis functions. The discovered basis (aka support) is augmented across the nonlinear iterations. Once a set of basis functions are selected, the solution is obtained by applying Tikhonov regularization. The proposed algorithm relies on stochastically approximated gradient using an iterative stochastic ensemble method (ISEM). In the current study, the search space is parameterized using an overcomplete dictionary of basis functions built using the K-SVD algorithm. The proposed algorithm is the first ensemble based algorithm that tackels the sparse nonlinear parameter estimation problem. 相似文献
16.
结构模糊随机可靠度的实用计算方法 总被引：15，自引：0，他引：15
本文以模糊随机变量为基本变量，定义了结构的模糊随机功能函数，分析了结构有效状态与失效状态之间的模糊性，建立了结构的模糊随机极限状态方程。利用序关系给出单失效模式结构的模糊安全准则，讨论了ａ－约束水平条件下单失效模式结构的失效概率、可靠度及可靠指标，进而得出结构的模糊随机失效概率、模糊随机可靠度及模糊可靠指标等。本文给出的具体计算方法和目前设计规范中彩的方法是相对应的。 相似文献
17.
Based on a Chinese national high arch dam located in a meizoseismal region, a nonlinear numerical analysis model of the damage and failure process of a dam-foundation system is established by employing a 3-D deformable distinct element code(3DEC) and its re-development functions. The proposed analysis model considers the dam-foundation-reservoir coupling effect, infl uence of nonlinear contact in the opening and closing of the dam seam surface and abutment rock joints during strong earthquakes, and radiation damping of far fi eld energy dissipation according to the actual workability state of an arch dam. A safety assessment method and safety evaluation criteria is developed to better understand the arch dam system disaster process from local damage to ultimate failure. The dynamic characteristics, disaster mechanism, limit bearing capacity and the entire failure process of a high arch dam under a strong earthquake are then analyzed. Further, the seismic safety of the arch dam is evaluated according to the proposed evaluation criteria and safety assessment method. As a result, some useful conclusions are obtained for some aspects of the disaster mechanism and failure process of an arch dam. The analysis method and conclusions may be useful in engineering practice. 相似文献
18.
高精度及高效频率域声波数值模拟的关键在于高效求解声波方程经离散化后得到的大型稀疏线性方程组.该方程组系数矩阵具有很强的稀疏性,非对称性和非正定性等特征,常用的迭代算法难以准确、高效地求解.为了改善数值模拟迭代算法的收敛性与稳定性,在算法基础上添加预条件算子是求解该类方程的常用方案.本文基于以上思路,引入正则化技术来构造合适的预条件算子,提出正则化预条件迭代算法,以加速求解方程组.通过包含有均匀介质和高非均匀度介质(Marmousi)模型的数值模拟实验结果表明:与单独使用迭代算法相比,本文提出的正则化预条件迭代算法在计算量方面仅多了一次矩阵-矢量相乘,内存消耗未增加;同时,基于该算法的数值模拟结果能够满足精度要求,较单独使用迭代法能够有效改善收敛性质,加快收敛速度;而且,在二维模型算例下,与LU分解算法相比,基于该算法的内存消耗大幅下降. 相似文献
19.
本文提出了一个近似分析具有滞迟耗能装置的高层建筑的方法。结果被模拟为一个有滞迟非线性支座的悬壁梁。其控制方程由Ｒｉｔｚ法导出，用等效线性化方法分析。 相似文献
20.
The first order reliability method (FORM) has been widely used in probabilistic modelling of groundwater problems. The FORM approach requires an iterative optimization procedure to find out the system failure point (the most probable point).The advantages of this approach are that it does not require many computations in comparison with other methods when applied to simple problems, and it produces reasonably accurate results. However, it has been found that the computations of FORM can equal or exceed that of other methods in case of large number of variables.In this paper, a new implementation of FORM was proposed with more efficiency and accuracy than the traditional FORM method. In the proposed approach, automatic differentiation is used to obtain the gradient vector of the limit state function, which is required by FORM, instead of using finite difference estimation. This way, the first order derivative was obtained with a very good accuracy, and with less computational effort. Based on the obtained results, it is found that the proposed implementation of FORM is a very good tool for probabilistic risk assessment and uncertainty analysis in groundwater problems. 相似文献