基于纤维模型的高墩连续刚构桥地震行波效应分析     

张磊  韩强  杜修力 《震灾防御技术》2009,4(3):312-320

本文基于在MSC.Marc中加入纤维模型编制的THUFIBER程序的基础上,分别采用纤维模型和三维实体单元模型模拟桥墩和上部结构,建立高墩大跨连续刚构桥有限元模型。同时,采用2008年汶川地震波,分析了行波效应对四川某高墩大跨连续刚构桥非线性地震反应的影响。结果表明：行波效应对高墩桥的墩顶位移和墩底剪力影响较大,墩顶位移减小了20%—50%;而墩底剪力增大了20%—30%。  相似文献   

瑞雷波多阶模式频散曲线稀疏正则化反演方法研究     

崔岩  王彦飞 《地球物理学报》2022,65(3):1086-1095

目前瑞雷波多阶模式频散曲线反演中仅考虑数据的拟合,缺乏对模型的约束,不能很好地刻画地层间断面的问题,针对此问题,研究了瑞雷波多阶模式频散曲线稀疏正则化反演方法.正演模拟基于广义反射-透射系数法,数值计算上采用一种快速求根方法,与二等分方法相比,能够在很短的时间内达到最优的收敛效果;反演建模时采用L1范数正则化方法对模型...  相似文献   

用于地震波场模拟的变网格边长声格固体模型   总被引：11，自引：3，他引：8       下载免费PDF全文

刘劲松  许云  乌达巴拉 《地球物理学报》1999,42(4):536-542

提出一种新的用于地震波场模拟的变网格边长声格固体模型（Phononiclatticesolidwithvariousgridlength,简称PLSVL模型）．该模型通过改变不同介质中网格的边长来体现介质速度的变化,粒子在所有网格中的运动均保持每一步运行一个网格边长．详细推导了该模型的Boltzmann方程,证明该方程及其散射项的表达式与PLS模型相同,因而从该方程出发,可寻出宏观变量所满足的波动方程．新模型在同种网格内部的传输过程不存在误差,在界面产生的误差不会随时间而积累．本文同时给出了一个理论模型的波场模拟结果．  相似文献   

关于动力Alfven波的色散与朗道阻尼          下载免费PDF全文

宋礼庭  卢先河 《地球物理学报》1999,42(2):145-153

根据完全动力论理论,证明了可由简化漂移动力论方程求得动力Ａｌｆｖｅｎ波色散方程,即横向用磁流体力学方程,纵向用Ｖｌａｓｏｖ方程,在初级近似下由此推导出适合于日冕和太阳风的色散关系和Ｌａｎｄａｕ阻尼,得到在性质上与ＭＨＤ　Ａｌｆｖｅｎ波完全不同的动力Ａｌｆｖｅｎ波,太阳风中Ａｌｆｖｅｎ湍流很容易由动力Ａｌｆｖｅｎ波演化而来。提出由动力Ａｌｆｒｅｎ波构筑太阳风高速流模型将更符合观测结果。  相似文献   

细胞自动机地震波模拟的并行化算法   总被引：11，自引：5，他引：6       下载免费PDF全文

王真理  李幼铭 《地球物理学报》1999,42(3):410-415

采用区域分解的办法对格子气自动机地震波传播模拟的并行化算法进行了研究,提出了两种区域分解算法,并在SGIPowerChallenge并行计算机上进行了实际地质模型中平面波反射地震响应的计算,获得了较高的并行计算效率．  相似文献   

Crust and upper mantle heterogeneities in the southwest Pacific from surface wave phase velocity analysis     

R. Pillet  D. Rouland  G. Roult  D. A. Wiens 《Physics of the Earth and Planetary Interiors》1999,110(3-4):211-234

Direct earthquake-to-station Rayleigh and Love wave data observed on high gain broadband records are analyzed in order to improve the lateral resolution of the uppermost mantle in the southwest Pacific region. We used data of nine permanent Geoscope and Iris stations located in the southern hemisphere and nine other stations as part of two temporary networks, the first one installed in New Caledonia and Vanuatu (hereafter named Cavascope network) by ORSTOM and the EOST from Louis Pasteur University in Strasbourg (France) and the second one installed in the Fiji, Tonga and Niue islands (hereafter named Spase network) by Washington University in St. Louis (USA). In order to collect more significant details on the surficial structures, we included the analysis of short period waves down to 8 s. A multiple frequency filtering technique has been used to recover phase velocities of Rayleigh and Love waves for selected earthquakes with magnitude greater than 5.5 and with known centroid moment tensor (CMT). About 1100 well-distributed seismograms have been processed in the period range 8–100 s and corrections for topography and water depth have been applied to the observed phase velocities. The geographical distribution of phase velocity anomalies have then been computed using the tomographic method developed by Montagner [Montagner, J.P., 1986a. Regional three-dimensional structures using long-period surface waves. Ann. Geophys. 4 (B3), 283–294]. Due to a poor knowledge of dense, well-distributed, crustal thickness values and corresponding velocity models, we did not perform or speculate on the construction of an S-wave 3D velocity model; therefore, we limited this study to the interpretation of the phase velocity distribution. The location of phase velocity anomalies are well determined and the deviations are discussed within the framework of the geological context and compared with other tomographic models. At long periods, from 40 s to 100 s, our results agree well with most of previous studies: the tomographic imaging shows a large contrast between low and high phase velocities along the Solomon, New Hebrides and Fiji–Tonga trenches. The lowest phase velocity anomalies are distributed beneath northern and southern Fiji basins and the Lau basin (corresponding to the volume situated just above the dipping slabs), whereas the highest values are displayed beneath the Pacific plate and the eastern part of Indian plate downgoing under the North Fiji basin. At shorter periods, our results show that the phase velocity distributions are well correlated with the large structural crustal domains. The use of local temporary broadband stations in the central part of the studied area gives us the opportunity to observe surface waves showing well-dispersed trains, allowing extended velocity measurements down to 8 s although aliasing due to multipaths become important. The continental regions (Eastern Australia, New Guinea, Fiji islands and New Zealand) show low velocities which are likely due to thick continental crust, whereas the Tasmanian, D'Entrecasteaux, and the Northern and Southern Fiji basins are characterized by higher velocities suggesting thinner oceanic crust. Additional analysis including the anisotropic case and S-wave velocity inversion with depth is in progress.  相似文献   

工作面电磁波高精度层析成像及其应用   总被引：7，自引：0，他引：7  

程久龙  于师建  邱伟  程洪良  宋振江 《煤田地质与勘探》1999,27(4):62-64

介绍了工作面电磁波透视法(简称坑透)高精度层析成像计算原理和工作方法,并结合电磁波衰减特征和应用实际,探讨了不同地质异常的解释方法。实践证明,坑透高精度CT技术应用大大提高了资料解释的精确度和可信度,增强了异常的识别能力。   相似文献   

External atmospheric corrections in geodetic very-long-baseline interferometry   总被引：2，自引：0，他引：2  

T. R. Emardson  G. Elgered  J. M. Johansson 《Journal of Geodesy》1999,73(7):375-383

Three methods to correct for the atmospheric propagation delay in very-long-baseline interferometry (VLBI) measurements were investigated. In the analysis, the NASA R&D experiments from January 1993 to June 1995 were used. The methods were compared in correcting for the excess propagation delay due to water vapour, the “wet” delay, at one of the sites, the Onsala Space Observatory on the west coast of Sweden. The three methods were: (1) estimating the wet delay using the VLBI data themselves; (2) inferring the wet delay from water vapour radiometer (WVR) data, and (3) using independent estimates based on data from the global positioning system (GPS). Optimum elevation cutoff angles were 22^∘ and 26^∘ when using WVR and GPS data, respectively. The results were found to be similar in terms of reproducibility of the estimated baseline lengths. The shortest baselines tend to benefit from external measurements, whereas the lack of improvement in the longer baselines may be partly due to the large amount of data thrown away when removing observations at low elevation angles. Over a 2 week period of intensive measurements, the two methods using external data showed an overall improvement, for all baseline lengths, compared to the first method. This indicates that there are long-term systematic errors in the wet delay data estimated using WVR and GPS data. Received: 27 October 1998 / Accepted: 20 May 1999  相似文献   

Computation of solitary waves during propagation and runup on a slope   总被引：1，自引：0，他引：1  

Sangita Maiti  Debabrata Sen 《Ocean Engineering》1999,26(11):945

A numerical time-simulation algorithm for analysing highly nonlinear solitary waves interacting with plane gentle and steep slopes is described by employing a mixed Eulerian–Lagrangian method. The full nonlinear free surface conditions are considered here in a Lagrangian frame of reference without any analytical approximations, and thus the method is valid for very steep waves including overturning. It is found that the runup height is crucially dependent on the wave steepness and the slope of the plane. Pressures and forces exerted on impermeable walls of different inclinations (slopes) by progressive shallow water solitary waves are studied. Strong nonlinear features in the form of pronounced double peaks are visible in the time history of pressure and force signals with increasing heights of the oncoming solitary waves. The effect of nonlinearity is less pronounced as the inclination of the wall decreases with respect to the bottom surface.  相似文献   

Modelling the long-term distribution of significant wave height with the Beta and Gamma models     

J. A. Ferreira  C. Guedes Soares 《Ocean Engineering》1999,26(8):185

The paper suggests modelling the long-term distribution of significant wave height with the Gamma, Beta of the first and second kind models. The three models are interrelated, flexible and cover the three different tail types of Extreme Value Theory. They can be used simultaneously as a means of assessing the uncertainty effects that result from choosing equally plausible models with different tail types. This procedure is intended for those applications that require the long-term distribution of significant wave height as input rather than the prediction of extreme values. The models are fitted to some significant wave data as an illustration. Details about maximum likelihood estimation are given in A.  相似文献