共查询到19条相似文献，搜索用时 109 毫秒
1.
土-结构动力相互作用对基础隔震的影响 总被引：5，自引：2，他引：5
本文研究土-结构动力相互作用对基础隔震的影响。文中根据间接边界元方法，推导了空间域中的格林函数公式，并建立了地基土的动力刚度矩阵；进而在频域内采用子结构法，建立了考虑土-结构动力相互作用的隔震结构的运动方程；通过数值仿真某具有埋置刚性基础的剪切型基础隔震结构的地震反应，分析了地基土的刚度对隔震效果以及结构地震反应的影响，得到了一些有意义的结论。 相似文献
2.
本文提出了基于超级单元的钢框架－混凝土剪力墙结构体系动力特性及地震反应分析的一种方法，该方法考虑了混合结构体系中钢框架部分的受力和变形特点，即节点柔性（半刚性）、梁柱效应（p-δ效应）及P－△效应（以下合称P－Delta效应），推导了考虑三种因素情况下，钢框架的层间侧移刚度及钢框架－混凝土剪力墙结构体系的超级单元刚度矩阵，采用刚度法求解钢框架－混凝土混合结构周期和振型。该方法物理概念清楚，计算简便。 相似文献
3.
结构-地基动力相互作用时域数值计算模型研究 总被引：3，自引：1，他引：3
完全在时域数值分析范畴内，本文对结构一地基动力相互作用系统运动方程进行了深入推导，给出了统一的基本表达形式，简化可获得目前应用的各类主要时域模型。其中，基于结构一地基交界面的位移协调条件及作用力与反作用力平衡方程，推导了动力相互作用分析子结构法模式的时域基本方程。从结构的一般动力平衡方程出发，推导了相互作用直接法模式的基本平衡方程，并基于有限元模型对两类模式间的等价性条件进行了理论验证。 相似文献
4.
随机结构分析的扩阶系统方法（II）结构动力分析 总被引：2，自引：0，他引：2
李杰 《地震工程与工程振动》1995,15(4):27-35
本文论述随机结构系统在确定性时程激励下的分析方法。文中提供的扩阶系统动力方程的一般公式，适用于同时具有随机质量、随机阻尼、随机刚度参数的多自由度动力系统。文中并对此扩阶动力方程建议了基于线性加速度假定的递归聚缩算法。 相似文献
5.
位移保护下力-控制拟动力试验方法的原理 总被引：1，自引：3，他引：1
本文提出了大刚度多自由度钢筋混凝土结构和砌体结构的拟动力试验技术新方法，即以力控制方式为基础的力－位移混合控制方法。这种新方法能实现大刚度多自由度钢筋混凝土结构和砌体结构的拟动力试验。 相似文献
6.
基础动力刚度的精确数值解及集中参数模型 总被引：2，自引：1，他引：2
土－结构相互作用分析的关键是建立以土－结构界面定义的无限半空间的动力刚度矩阵。本文介绍了一种求解半无限地基动力刚度的新方法，通过两个算例验证了该方法的精度，并给出了一种利用频域刚性基础动力刚度计算基础时域荷载响应的实用方法，该研究为刚性基础设计提供了一种新的，可靠的理论方法。 相似文献
7.
结构-地基相互作用体系动力特性参数的简化计算方法 总被引：2，自引：1，他引：2
本文首先介绍了几种计算结构－地基相互作用体系动力特性的简化方法，并用振动台模型试验的数据资料进行计算分析，讨论了各方法的局限性；在此基础上，提出了一种改进的简化计算方法。在该方法中，主要改进是合理考虑了桩基对体系刚度的贡献。 相似文献
8.
三维层状场地的精确动力刚度矩阵及格林函数 总被引：3，自引：1，他引：3
本文对Wolf二维层状场地精确动力刚度矩阵进行推广,给出了三维层状场地的精确动力刚度矩阵。刚度矩阵具有对称的特点,且因刚度矩阵是精确的,计算结果不受土层单元厚度的影响,可以大大提高计算效率。文中对刚度矩阵进行了数值验证。利用三维层状场地动力刚度矩阵,计算分析了基岩上单一土层场地的动力响应。最后作为动力刚度矩阵的另一重要应用,给出了表面或埋置矩形均布荷载或集中荷载的动力格林函数计算方法。 相似文献
9.
结构拟动力试验力控制实现技术 总被引：9，自引：1，他引：9
本文研究了大刚度结构拟动力实验的有关技术问题，基于结构动力分析和电液伺服作动器工作原理，阐述了作动器在力控制方式下实现大刚主结构拟动力实验的可行性，提出了减小实验误差的若干处理技术。通过作者所完成的四个自由度１：３钢筋混凝土结构模型拟动力实验，说明所述方法的有效性。 相似文献
10.
空间结构横向动力稳定的有限元摄动分析 总被引：1，自引：0，他引：1
本文研究在竖向谐荷载作用下结构的横向动力稳定问题。与文[2]～[8]不同,本文考虑了竖向谐荷载所产生的几何刚度阵为谐荷载扰频的函数这一情况,提出了一个新的求解方法,给出了相应的公式推导。通过算例得出了必须考虑扰频对动力几何刚度阵影响的重要结论。 相似文献
11.
The precise time step integration method proposed for linear time-invariant homogeneous dynamic systems can provide precise numerical results that approach an exact solution at the integration points. However, difficulty arises when the algorithm is used for non-homogeneous dynamic systems, due to the inverse matrix calculation and the simulation accuracy of the applied loading. By combining the Gaussian quadrature method and state space theory with the calculation technique of matrix exponential function in the precise time step integration method, a new modified precise time step integration method （e.g., an algorithm with an arbitrary order of accuracy） is proposed. In the new method, no inverse matrix calculation or simulation of the applied loading is needed, and the computing efficiency is improved. In particular, the proposed method is independent of the quality of the matrix H. If the matrix H is singular or nearly singular, the advantage of the method is remarkable. The numerical stability of the proposed algorithm is discussed and a numerical example is given to demonstrate the validity and efficiency of the algorithm. 相似文献
12.
In the damping-solvent extraction method, to calculate the dynamic-stiffness matrix of an unbounded medium, a finite region of the medium, adjacent to the structure is analysed in the first step, whereby hysteretic material damping is introduced artificially as a solvent. This leads to the dynamic-stiffness matrix of the damped bounded medium, which is assumed in the second step to be equal to that of the damped unbounded medium. In the third step, the effect of the material damping on the dynamic-stiffness matrix is eliminated, i.e. the damping solvent is extracted, resulting in the dynamic-stiffness matrix of the unbounded medium. The damping-solvent extraction method permits an efficient calculation of the dynamic-stiffness matrix of an unbounded medium by analysing the adjacent bounded medium only, which exhibits the same dynamic characteristics as the (bounded) structure. The familiar standard finite-element method is sufficient for the analysis and the hysteretic damping is introduced by multiplying the elastic moduli by 1 + 2i£. The introduced hysteretic material damping, the solvent, is extracted at the end of the analysis for each coefficient of the dynamic-stiffness matrix and for each frequency independently of the others by a very concise equation based on a Taylor expansion. The method is evaluated thoroughly for dynamic soil-structure interaction and for seismic reservoir-dam interaction using stringent simple cases with analytical solutions available and is also applied to practical examples, by calculating the dynamic-stiffness matrix of a semi-infinite wedge and an embedded foundation. 相似文献
13.
14.
One of the weaknesses of the operator splitting method (OSM) is that its corrector step employs the approximation that incremental forces are linearly related to the tested structure's initial stiffness matrix. This paper presents a new predictor–corrector technique in which the assumptions about the tested structure's response are shifted to the predictor step, which results in an enhancement in overall simulation accuracy, especially for nonlinear structures. Unlike OSM, which splits the displacement and velocity operators into explicit and implicit terms, the new method uses predicted accelerations to compute fully explicit displacement and velocity values in the predictor step. Another advantage of the proposed technique, termed the full operator method (FOM) is that its formulation makes it suitable for both quasi‐static and real‐time hybrid simulation. The effectiveness of FOM is first evaluated by investigating error propagation in an undamped single degree‐of‐freedom model. It is shown that the corrector step in FOM is able to significantly suppress aberrant simulation results caused by incorrect estimation of the structure's stiffness matrix. The performance of FOM is demonstrated by exercising two additional models, which exhibit significant inelastic behavior under the prescribed excitation. The simulation results show that the proposed FOM algorithm is capable of producing accurate solutions and that the corrector step is influential in effectively reducing simulation errors. It is also shown that FOM suppresses actuator displacement control errors because of its reliance on measured quantities in the corrector step. Copyright © 2009 John Wiley & Sons, Ltd. 相似文献
15.
A 3D finite element (FE) model for the Sutong cable-stayed bridge (SCB) is established based on ANSYS. The dynamic characteristics of the bridge are analyzed using a subspace iteration method. Based on recorded wind data, the measured spectra expression is presented using the nonlinear least-squares regression method. Turbulent winds at the bridge site are simulated based on the spectral representation method and the FFT technique. The influence of some key structural parameters and measures on the dynamic characteristics of the bridge are investigated. These parameters include dead load intensity, as well as vertical, lateral and torsional stiffness of the steel box girder. In addition, the influence of elastic stiffness of the connection device employed between the towers and the girder on the vibration mode of the steel box girder is investigated. The analysis shows that all of the vertical, lateral and torsional buffeting displacement responses reduce gradually as the dead load intensity increases. The dynamic characteristics and the structural buffeting displacement response of the SCB are only slightly affected by the vertical and torsional stiffness of the steel box girder, and the lateral and torsional buffeting displacement responses reduce gradually as the lateral stiffness increases. These results provide a reference for dynamic analysis and design of super-long-span cable-stayed bridges. 相似文献
16.
首先,在简述已有隔震体系抗震设计方法的基础上,分析了滞变一摩擦隔震体系各种因素对基底剪力的影响;然后,通过大量仿真分析,采用多项式回归的方法提出了与规范衔接的水平地震作用的计算公式;最后,提出了梯队式变刚度滞变一摩擦隔震体系的抗震设计方法,并通过工程实例验证了方法的有效性。 相似文献
17.
Automatic Interpretation of Magnetic Data Using Euler Deconvolution with Nonlinear Background 总被引：1，自引：0，他引：1
Pawan Dewangan T. Ramprasad M. V. Ramana M. Desa B. Shailaja 《Pure and Applied Geophysics》2007,164(11):2359-2372
The voluminous gravity and magnetic data sets demand automatic interpretation techniques like Naudy, Euler and Werner deconvolution.
Of these techniques, the Euler deconvolution has become a popular choice because the method assumes no particular geological
model. However, the conventional approach to solving Euler equation requires tentative values of the structural index preventing
it from being fully automatic and assumes a constant background that can be easily violated if the singular points are close
to each other. We propose a possible solution to these problems by simultaneously estimating the source location, depth and
structural index assuming nonlinear background. The Euler equation is solved in a nonlinear fashion using the optimization
technique like conjugate gradient. This technique is applied to a published synthetic data set where the magnetic anomalies
were modeled for a complex assemblage of simple magnetic bodies. The results for close by singular points are superior to
those obtained by assuming linear background. We also applied the technique to a magnetic data set collected along the western
continental margin of India. The results are in agreement with the regional magnetic interpretation and the bathymetric expressions. 相似文献
18.
高层建筑结构质量动力评定技术研究 总被引：1，自引：0，他引：1
李杰 《地震工程与工程振动》2001,21(4):125-131
结构质量评价对我国住宅产业的发展具有重要意义.本文提出一种基于复合反演算以别高层建筑刚度和阻尼的型动力评定技术.给出了两种解决混合反演问题的时域方法,并通过实例诠释了该方法在局部振动和环境激励下应用的可行性,将此技术结合传统的材料强度测试及静态无损捡测技术,可建立一种包含动力检测方法的新型工程质量评定体系. 相似文献
19.
Yoon-Seok Timothy Hong Rao Bhamidimarri 《Stochastic Environmental Research and Risk Assessment (SERRA)》2012,26(7):947-960
This paper proposes a dynamic modeling methodology based on a dynamic neuro-fuzzy local modeling system (DNFLMS) with a nonlinear feature extraction technique for an online dynamic modeling task. Prior to model building, a nonlinear feature extraction technique called the Gamma test (GT) is proposed to compute the lowest mean squared error (MSE) that can be achieved and the quantity of data required to obtain a reliable model. Two different DNFLMS modes are developed: (1) an online one-pass clustering and the extended Kalman filtering algorithm (mode 1); and (2) hybrid learning algorithm (mode 2) of extended Kalman filtering algorithm with a back-propagation algorithm trained to the estimated MSE and number of data points determined by a nonlinear feature extraction technique. The proposed modeling methodology is applied to develop an online dynamic prediction system of river temperature to waste cooling water discharge at 1?km downstream from a thermal power station from real-time to time ahead (2?h) sequentially at the new arrival of each item of river, hydrological, meteorological, power station operational data. It is demonstrated that the DNFLMS modes 1 and 2 shows a better prediction performance and less computation time required, compared to a well-known adaptive neural-fuzzy inference system (ANFIS) and a multi-layer perceptron (MLP) trained with the back propagation (BP) learning algorithm, due to local generalization approach and one-pass learning algorithm implemented in the DNFLMS. It is shown that the DNFLMS mode 1 is that it can be used for an online modeling task without a large amount of training set required by the off-line learning algorithm of MLP-BP and ANFIS. The integration of the DNFLMS mode 2 with a nonlinear feature extraction technique shows that it can improve model generalization capability and reduce model development time by eliminating iterative procedures of model construction using a stopping criterion in training and the quantity of required available data in training given by the GT. 相似文献