副热带高压和对流潜热加热与南海台风的耗散及维持

利用自适应网格模式对９５０５号及９６１８号南海台风进行了数值模拟及试验,试验结果表明：南海台风的耗散主要与副热带高压加强有关,地形的影响较小。副高的活动对台风的加强与减弱十分敏感,当副高减弱时台风加强,副高加强时台风减弱。潜热释放是台风维持的主要因子。副高强度与潜热加热的大小成反比。分析发现,台风登陆后若与西风槽接近,则有利于台风维持。     

动力条件在连续性暴雨中的作用

利用中尺度模式输出的物理量分析和6h预报资料，分析了河南省4场连续性暴雨过程中动力条件，结果表明，次级环流是暴雨维持的原因，倾斜特征是暴雨形成的重要机制。     

Critical levels for forced Rossby and continental shelf waves

The generation of waves on a geostrophic shear flow by a travelling forcing pattern is considered. The model describes both atmospheric Rossby waves on a zonal shear flow and continental shelf waves on a boundary current. By means of the Laplace transform technique, the development of the solution in time is studied, starting from some initial instant when the forcing starts. The asymptotic form of the forced solution is shown to depend crucially upon whether the speed of the travelling forcing lies inside the range of the current or not. The possible application of the results to the Florida current is discussed.     

地震活动数学建模的物理含义及等价动力学过程

在对时序数学模型进行较为系统地研究的基础上，本文探索将离散数学模型转换为连续动力微分方程，实现由实测数据反演动力微分方程。本文介绍了模型转换的原理、具体计算方法，探讨了方程的物理含义及所反映的动力学过程，并给出了计算实例。     

重建地下介质相对衰减的分布:新的成象方法

在传统的连续波电磁层析成象方法中,影响线性方程组的解的重要参量--波源的辐射功率因子k,常常难以确定或根本无法确定,使方法的应用受到严重限制.本文提出了新的电磁层析成象方法,其线性方程组与k无关,能用于传统方法无法应用的情况.新方法重建的地下介质相对衰减的二维分布图象,比传统方法重建的绝对衰减的二维分布图象具有更好的分辨力和稳定性,更有利于地质解释.新方法已成功应用于8个不同地区电波勘探资料的处理.     

基于连续小波变换的自适应面波压制方法

面波干扰的抑制是陆上地震资料处理的主要问题之一.本文根据炮集记录中面波与反射波主要能量在小波域分布区域的不同,以及面波干扰的影响随炮检距变化等特点,提出了一种具有时变、空变特性的自适应面波衰减方法.文中将该方法用于模型及实际炮集资料的处理,并与常用的高通滤波方法进行对比,结果表明,该方法在衰减面波干扰的同时,能更好地保持反射波的振幅及相位信息.     

A simplified analysis model for determining the seismic response of buried steel pipes at strike-slip fault crossings

The seismic response analysis of buried pipelines at fault crossings is a complex problem requiring nonlinear 3D soil-structure and large deformation analyses. Such analyses are computationally expensive and the results are hard to evaluate. Therefore, a simple numerical model is needed for engineering and design offices to determine the seismic demand of steel pipes at fault crossings. This paper presents a simplified numerical model for buried steel pipes crossing strike-slip faults and oriented perpendicular to the fault. Two pipes with different diameter to thickness (D/t) ratios and steel grades are used in the study. The proposed model permits plastic hinge formations in the pipe due to incrementally applied fault movements, allows determination of the critical length of the pipeline and measure strains developed on the tension and compression sides in the pipe. The model also considers the effect of bending as well as axial strains due to stretching.