Analysis of Dynamic Stability of Ocean Gravity Structure Foundations

Based on unified equivalent harmonic loading on seabed foundation and energy approach suggested by the authors, the development of dynamic pore water pressure and stability of soil foundation for the vibration of ocean gravity structures excited by random wave loading are analysed. It may be seen that the present method for the study of dynamic problems of ocean gravity structure soil foundations is more reasonable and convenient.     

Forced vibrations of rectangular plates subjected to harmonic loading distributed over a rectangular subdomain

Quite frequently naval and ocean structural designers confront the problem of a plate or slab which supports a motor or engine which excites, dynamically, the structural element. Very often the excitation is treated as a concentrated force but, obviously, it acts over a finite area. The present study deals with the title problem for several combinations of boundary conditions by means of a variational approach and also using the finite element method. Dynamic displacement and bending moment amplitudes are determined.     

Calibration and modification of energy dissipation models for irregular wave breaking

This study is undertaken to recalibrate eight existing energy dissipation models and find out the suitable models, which can be used to compute H_rms for a wide range of experimental conditions. The examination shows that the coefficients in the existing models are not the optimal values for a wide range of experimental conditions. Using the new calibrated coefficients, all existing models can be used for computing H_rms and the model of Battjes, J.A., Stive, M.J.F. [1985. Calibration and verification of a dissipation model for random breaking waves. Journal of Geophysical Research 90 (C5), 9159–9167] gives the best predictions. The existing models are also modified by changing the breaker height formulas in the dissipation models. The accuracy of most existing models is improved significantly by using the suitable breaker height formula.     

A semi‐analytical approach for modelling heat transfer during salt‐cavern leaching process

The use of gas‐storage caverns in salt formations is a growing industry that continues to gain momentum because it allows gas to be injected and withdrawn at high rates compared with other underground gas‐storage systems such as porous rock systems. In order to predict cavern production performances, cavern thermodynamics behaviour must be studied by higher accuracy approaches. This behaviour is extremely related to the temperature distribution in the surrounding formations. During the leaching process, the thermal equilibrium of the rock salt surrounding the cavern is extensively disrupted. The purpose of this paper is to study the heat transfer problem during the leaching process and to develop a thermal model that can be easily used in field applications. The results of this work will be the input data for the prediction of the gas temperature and pressure during cavern gas‐storage operation phase. Moreover, the developed model can find its use in the design of salt caverns since it can be coupled with geometrical modelling of salt dissolution codes. Copyright © 2008 John Wiley & Sons, Ltd.     

高含量钼的测试方法探讨

根据多年的分析测试经验,总结出高含量钼的返滴定测试方法,该方法具有简便、快速、准确的特点。     

任意复杂介质中主能量法地震波走时计算

积分法叠前深度偏移及层析成像的核心是复杂介质情况下的地震波走时计算. 复杂构造的高精度地震成像需要有稳健的走时计算方法。本文把 Nichols提出的用地震波主能量计算走时的方法由二维推广到三维,并推导出三维波动方程Helmholtz形式在球坐标系下用因式分解法求解的差分表达式.三维SEG/EAGE盐丘模型的理论走时计算和积分法叠前深度偏移的实践都验证了本文方法的正确性.     

1995年河北沙城ML4.1地震发震断层参数测定

在一维单侧有限移动震源模式下, 根据拐角频率的方位变化, 利用最小二乘法研究了1995年7月20日河北沙城ML4.1地震的发震断层面参数. 结果表明, 这次地震的断层面破裂方向为224°, 与余震分布和震源机制的NE向节面一致. 地震马赫数v/c约为1.85, 即平均破裂速度大于S波速度, 为一次超速破裂. 若取横波速度为3.5 km/s, 则破裂长度约为1 km. 因此, 这次地震破裂以超S波速的速度从北东向西南方向传播了约1 km.     

能量桩单桩工作特性简化分析方法

基于荷载传递法,建立了热力耦合作用下能量桩单桩工作特性的简化分析方法。该方法中将桩-土荷载传递函数取为双曲线,采用曼辛法则模拟温度循环过程中桩-土界面的卸载和再加载特性,通过再加载过程中刚度的折减近似考虑塑性变形的积累。利用矩阵位移法求解控制方程组后可直接得到任意温度-力学组合作用下的桩体变形、桩身轴力、桩侧阻力和桩端阻力,无需事先假设温度位移零点的位置。通过与试验数据的对比分析,验证了所提方法的可靠性。结合算例,研究了能量桩的长期工作特性。结果表明,温度循环会造成自由桩的桩顶沉降增加,固定桩的桩顶应力减小,温度循环的影响与桩顶静力荷载水平和土体刚度的衰减程度密切相关。