反演一维声阻抗的Sondhi-Gopinath 法

作者从一维波动方程反问题的数学模型出发,经拉氏变换,根据Sondhi-Gopinath法,导出了分布参数系统一维声阻抗反问题的解析式.该解是一个称为脉冲响应参量的函数,它可由地面观测波场和位移速度来确定.     

Forced vibration analysis of an offshore tower carrying an eccentric tip mass with rotary inertia due to support excitation

Dynamic responses of structures due to earthquake excitation are the important problems in engineering, thus, the information concerned is plenty. However, most of the literature is relating to the discrete methods, particularly to the finite element method (FEM), and the one relating to the method combining both the “continuous” and “discrete” models is rare. The objective of this paper is to provide some information in this respect. First, the analytical solution for the natural frequencies and normal mode shapes of a “continuous” tower, without contacting water (or “dry” tower), carrying an eccentric tip mass possessing rotary inertia is determined. Next, the partial differential equation of motion for the forced vibration of the tower, contacting water (or “wet” tower), subjected to support excitation is transformed into a matrix equation by using the last natural frequencies and normal modes shape of the freely vibrating dry tower. Finally, the numerical integration method is used to solve the matrix equation to yield the seismic response of the wet tower. In theory, the mode superposition method is correct only if the total number of modes considered approaches infinity, however, numerical results of this paper reveal that superposition of only the lowest six modes will yield excellent results to be very close to the corresponding ones obtained from the conventional FEM. For this reason, the CPU time required by the presented approach is less than 5% of that required by the conventional FEM.     

华南全新世高海滩岩与海岸大震构造

笔者在世界上首次发现的华南海岸全新世高海滩岩中，又发现了海滩岩断代序列模式及其中蕴藏的重大科学信息。本文重点讨论高海滩岩与闽粤琼大震、大震构造与地震周期序列的关系，以及大震构造的定量标志。此外，继发现２５０年左右阶段的海岸升降年垂直活动速率后，又发现了５０年左右阶段的年活动速率。     

Seistec Seismic Profiles: A Tool to Differentiate Gas Signatures

The presence of gas is a common feature in many seismic sections. However, the origin of the gas is often difficult to determine. Recently acquired very high resolution seismic profiles using an IKB Seistec boomer provide useful insight to the understanding of the gas origins in a range of environmental settings including sea lochs and coastal lagoons. The gas features are described both from a qualitative point of view through their acoustic facies, and quantitatively through the associated seismic signal (polarisation, amplitude). Acoustic facies include acoustic turbidity, gas “curtains” and “blankets” as well as “white fringes” and “black shadows”. All the features encountered have been related to specific gas nature generated by different sources (organic matter degradation in paleo-valley infillings, waste material effluent).     

冰激锥体振动物理模拟实验

应用DUT 1非冻结可破碎模型冰进行冰激锥体振动模拟实验的实验设备和模型的设计 ,给出了低冰速和高冰速两种情况下的结构位移曲线、冰力曲线及其幅值谱分析结果 ,得出了结构卓越频率和冰速与特征长度之比的关系 ,发现冰激锥体振动同冰激柱体振动一样有“频率锁定”现象。将实验结果与已有的冰排与圆柱相互作用实验结果进行比较 ,发现冰激锥体振动和冰激柱体振动有着相似的机理     

两种低频信息的关联和形成差异的原因

在变振幅的数据分析中 ,低频信号可以反映在低频分析结果中 ,也可以体现在高频信号的振幅变化中。本文将其分别称为滤波低频信号和变幅低频信号。两种低频信号有很好的相关性 ,也存在明显差别。研究结果表明 ,滤波低频信号反映了过程整体性的上升或下降 ,变幅低频信号反映了极大值与极小值之间差异的缩小或加大。两种低频信号的差异多源于原始信号极大值与极小值变化过程之间的关系。在本文的例子中 ,冬季气温变化占优势时两种低频信号的滑动相关系数为正值 ;夏季气温变化占优势是导致两种低频信号差异的根本原因 ,在物理上表现为一定发生了强大的异常过程 ,打破了气温正常变化的秩序。大连站的气温变化主要受制于北方的冷空气过程 ,但当厄尔尼诺事件发生时 ,热带的暖过程大大加强 ,导致两种低频信号发生明显的差异。从 1965～ 2 0 0 3年 ,滑动相关系数共出现 6次负时段 ,都对应着厄尔尼诺事件。因此 ,在低频过程的研究中 ,需要用滤波低频信号研究整体性的低频变化。但是 ,在希望获取导致整体变化的主要成分时需要使用变幅低频信号。另外 ,在揭示异常过程时需要用滑动相关系数来发现两种低频信号的差异 ,提取异常信息。     

Structural Vibration Mode Re-Analysis of Offshore Structures

-This paper reviews the current methodology for dynamic reanalysis. Rayleigh-Ritz approach and receptance approach are discussed in detail. Based on a general finite element structural analysis program SAPS, an eigenproblem re-analysis prorgram ERP was compiled. With a very small change the program can be implemented readily with any general FEM program. Finally, some numerical examples show that the new algorithm is of high precision and efficiency. In the case of local modification in the offshore platform, the efficiency is raised by 20- 50 times when compared with the re-calculation of the whole model.     

Torsionally Coupled Response Control of Offshore Platform Structures Using Circular Tuned Liquid Column Dampers

In this paper, the control performance is investigated of Circular Tuned Liquid Column Dampers (CTLCD) over torsional response of offshore platform structures excited by ground motions. Based on the equation of motion for the CTLCD-structure system, the optimal control parameters of CTLCD are given through some derivations on the supposition that the ground motion is a stochastic process. The influence of systematic parameters on the equivalent damping ratio of the structures is analyzed with purely torsional vibration and translational-torsional coupled vibration, respectively, The results show that the Circular Tuned Liquid Column Damper (CTLCD) is an effective torsional response control device.     

大直径圆筒振动下沉动力分析方法研究

本文运用纵向强迫振动多自由度结构和土体等代流变模型 ,对大直径圆筒振动下沉过程进行模拟计算 ,确定在振动锤作用下大直径圆筒的动力响应、筒壁峰值应力和可沉入性 ,并通过工程试验结果验证模拟计算方法的适用性 ,为施工控制提供依据。     

Stochastic Response Analysis of Piled Offshore Platforms to Earthquake Load

- In this paper, using the theory of stochastic analysis of the response to earthquake load, a stochastic analysis method of the response of piled platforms to earthquake load has been established. In the method, the strong ground motion is considered as three dimensional stationary white noise process and the pile-soil interaction and water-structure interaction are considered. The stochastic response of a typical platform to eqrthquake load has been computed with this method and the results compared with those obtained with the response spectrum analysis method. The comparison shows that the stochastic analysis method of the response of piled platforms to earthquake load is suitable for this kind of analysis.