Time effects on dynamic soil properties under random excitation conditions     

F. Amini 《Soil Dynamics and Earthquake Engineering》1995,14(6):439-443

Two types of clayey soils, a kaolinite and a bentonite, were tested using a resonant column apparatus under random excitation conditions. The concept of root mean square (rms) strain was utilized for the purpose of strain calculations during random loading. The conventional estimator of the transfer function was used for random vibration analysis. The effect of confinement duration (at a constant pressure) on dynamic soil properties, namely damping and shear modulus, was evaluated. The results indicate that for both cohesive soils, the effect of time was less pronounced during random vibration than sinusoidal loading at the same rms strain. This effect is however more pronounced when the peak shearing strain of sinusoidal loading is considered. Furthermore, time effects were more pronounced at low strain levels than at high strain levels.  相似文献   

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  

王光远  刘玉彬 《地震工程与工程振动》1995,15(3):38-46

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   

Non-stationary random seismic responses of non-uniform beams     

Jiahao Lin  Guizhen Song  Yong Sun  F. W. Williams 《Soil Dynamics and Earthquake Engineering》1995,14(4)

In this paper, a direct Ritz method is presented for analysing the responses of non-uniform shear beams subjected to the action of an evolutionary random seismic excitation. Because of the use of a pseudo ground acceleration, time-dependent random responses can conveniently be calculated by solving a set of deterministic equations of motion. These responses include power spectral densities, variances and higher spectral moments of any required responses of the beam. A non-uniform beam example was solved and the time-dependent variances and second spectral moments of both the beam-top displacement and the beam-base shear force are given to show the simplicity and effectiveness of the method, which can also easily be applied to other continuous elastic structures.  相似文献   

Transport and sedimentation of particles in a fluid flow     

J. Gani  P. Todorovic 《Stochastic Environmental Research and Risk Assessment (SERRA)》1987,1(3):209-216

A simple two-dimensional random walk model is developed for the motion of a particle in a fluid flow. Some earlier results for the persistent injection of particles into the flow are extended, and the distribution of the maximum number of particles in suspension over the period (0,t) is derived.  相似文献   

多维地震动各方向相关性对拱坝动应力的影响     

吴健  金峰  徐艳杰 《地震工程与工程振动》2005,25(2):50-54

本文将随机振动的虚拟激励法与拱坝-地基动力相互作用FE-BE-IBE时域模型结合，发展了一个可以考虑多维随机地震动作用下的拱坝动力响应计算模型，并用Monte Garlo方法对模型进行了验证，计算结果表明，地震动分量的相关性对结构的动力响应存在一定影响，合理考虑地震动各方向分量的相关性可以更好地计算实际地震作用下的拱坝动力响应。  相似文献   

Impact assessments and policy responses to sea-level rise in three US states: An exploration of human-dimension uncertainties   总被引：2，自引：0，他引：2  

Susanne C. Moser   《Global Environmental Change》2005,15(4):353-369

Uncertainties in the human dimensions of global change deeply affect the assessment and responses to climate change impacts such as sea-level rise (SLR). This paper explores the uncertainties in the assessment process and in state-level policy and management responses of three US states to SLR. The findings reveal important political, economic, managerial, and social factors that enable or constrain SLR responses; question disasters as policy windows; and uncover new policy opportunities in the history of state coastal policies. Results suggest that a more realistic, and maybe more useful picture of climate change impacts will emerge if assessments take more seriously the locally embedded realities and constraints that affect individual decision-makers’ and communal responses to climate change.  相似文献   

Non-stationary random vibrations of a shear beam under high frequency seismic effects     

Zbigniew Zembaty   《Soil Dynamics and Earthquake Engineering》2007,27(11):1000-1011

Band-limited, non-stationary random vibrations of a shear beam are studied in order to investigate high frequency seismic effects on building structures. A solution for the evolutionary spectral density of the shear beam response to a time segment of band-limited white noise is given in a closed form. The root mean square (rms) and peak response of the shear beam are studied for two characteristic frequency bands: the conventional 1–4 Hz and higher frequency 4–16 Hz, characteristic for rockburst ground motion. Applying the criterion of equal excitation intensity with constant rms velocity, both responses are analyzed in detail and compared. The “switching off” fundamental mode for high frequency excitations results in characteristic overshoot of the stationary response level by the non-stationary rms response and an amplification of the response in the upper part of the shear beam.  相似文献   

开挖边坡随机楔体稳定分析与加锚优化方法   总被引：1，自引：1，他引：1  

张发明  贾志欣  陈祖煜 《水文地质工程地质》2002,29(5):15-18

随机楔体的破坏是岩石开挖边坡中常见的破坏类型之一，在对组成楔体的结构而调查统计的基础上，应用随机模拟的方法，生成开挖边坡的三维裂隙网络，进一步运用随机搜索方法与块体理论，搜索出边坡面上的随机楔体，进行楔体的稳定分析，采用风险设计的理论，建立系统锚杆的优化设计方法，将研究结果应用于小湾水电站进水口开挖边坡的稳定分析与锚固优化设计中，得到了较为可信的结果。  相似文献   

A Report on a Biotite-Calcic Hornblende Geothermometer   总被引：1，自引：0，他引：1  

WU Chunming  PAN Yusheng  WANG Kaiyi  ZHANG Jian Institute of Geology  Chinese Academy of Geological Sciences  Beijing Institute of Geology  Geophysics  Chinese Academy of Sciences  Beijing Department of Earth Sciences  The Graduate School  Chinese Academy of Sciences  Beijing 《《地质学报》英文版》2002,76(1):126-131

This paper presents a biotite-calcic hornblende geothermometer which was empirically calibrated based on the gamet-biotite geothermometer and the gamet-plagioclase-hornblende-quartz geobarometer, in the ranges of 560-800℃ (T) and 0.26-1.4 GPa (P) using the data of metadolerite, amphibolite, metagabbro, and metapelite collected from the literature. Biotite was treated as symmetric Fe-Mg-AlVI-Ti quaternary solid solution, and calcic hornblende was simplified as symmetric Fe-Mg binary solid solution. The resulting thermometer may rebuild the input garnet-biotite temperatures well within an uncertainty of ±50℃. Errors of ±0.2 GPa for input pressure, along with analytical errors of ?% for the relevant mineral compositions, may lead to a random error of ±16℃ for this thermometer, so that the thermometer is almost independent of pressure estimates. The thermometer may clearly discriminate different rocks of lower amphibolite, upper amphibolite and granulite facies on a high confidence level. It is assume  相似文献   

3D裂隙网络随机模拟及其工程应用研究   总被引：2，自引：2，他引：2  

张发明  汪小刚  贾志欣  弥宏亮  陈祖煜 《现代地质》2002,16(1):100-103

岩体中存在的大量随机分布的裂隙对岩体的工程性质及稳定性有着极其重要的影响。传统的工程地质研究方法难以客观地描述其空间分布特征。应用概率与统计学的理论 ,通过统计分析得到裂隙的分布规律性 ,采用随机模拟的方法实现与统计分布相适应的裂隙网络是研究随机裂隙宏观特征的有效途径。通过模拟所得的 3D裂隙网络 ,进一步研究了裂隙的连通特征及工程开挖面上的稳定分析与加固措施优化的方法  相似文献