Mean drift forces on an articulated column oscillating in a wave tank

An analytical solution is presented for calculating the regular wave induced respones of an articulated column in a wave tank. Extension of the procedure leads to calculation of second order mean drift forces and moments. Hydrodynamic interaction between a cylindrical column and the parallel walls of the tank is shown theoretically to be highly significant and experimental data are presented to corroborate this finding.     

台风云体上部与下部分离的分析

本文主要是从台风生命史，台风高空风切变，干冷空气浸入台风中心以及温度与风的水平和垂直变化之间的关系分析。论证台风云体的上部和下部分离的原因。     

Dynamic performance of cable-stayed bridge tower with multi-stage pendulum mass damper under wind excitations -- II： Experiment

The possibility of using a multi-stage pendulum mass damper(MSPMD) to control wind-induced vibration of a single column tower of a cable-stayed bridge during construction was studied theoretically in part Ⅰ of this work.In this paper,the performance of the MSPMD for reducing bridge tower vibration is studied experimentally.A MSPMD model and a tower model of the bridge with geometry scaling of 1100 were designed and manufactured.Calibration of the MSPMD model with different wire lengths is conducted to verify the analytical model of the damper.A series of tests for the uncontrolled freestanding tower,tower with cables,and tower with MSPMD model are then performed under harmonic and white noise excitations.The experimental results show that the responses of the tower model significantly decrease with the installation of the MSPMD model,which demonstrates the effectiveness of the MSPMD to mitigate the vibration of the bridge tower.     

大口径毛细管柱气相色谱法测定水中15种有机磷农药

以大口径毛细管柱为分析柱,火焰光度检测器检测,对气相色谱测定条件和样品前处理条件进行了优化,选择氢气流量为87mL/min,柱前压为6.28×105Pa,乙腈作为萃取溶剂,建立了大口径毛细管柱气相色谱法测定水中15种有机磷农药的分析方法。方法检出限为0.0077~0.1350μg/L,精密度为2.2%~9.3%(RSD,n=10),线性相关系数除氧化乐果外其余组分均达0.99以上。该方法可用于水中多种有机磷农药的快速分析。     

利用太阳光度计反演渤海湾西岸大气柱水汽总量

利用CE-318型太阳光度计936nm水汽吸收通道的太阳辐射观测值和太阳光度计在该通道的透过率与水汽量关系，采用瞬态法反演了渤海湾西岸大气柱水汽总量。结果表明：利用太阳光度计936nm通道可以反演晴空大气柱水汽总量，其局限性是要在晴空下使用；渤海湾西岸大气柱水汽含量时间分布极不均匀；不同季节晴空日的水汽含量日变化有所不同。     

Sensitivity of the dynamics of volcanic eruption columns to their shape

This paper presents a one-dimensional steady-state model to investigate the sensitivity of the dynamics of sustained eruption columns to radius variations with height due to thermal expansion of the entrained air, and decreases in atmospheric pressure with height. In contrast to a number of previous models using an equation known as the entrainment assumption, the new model is based on similarity arguments to derive an equation set equivalent to the model proposed by Woods [Bull Volcanol 50:169–193, 1988]. This approach allows investigation of the effect of gas compressibility on the entrainment rate of ambient air, which has been little examined for a system in which a decrease in pressure significantly affects the density stratification of a compressible fluid. The new model provides results that include two end members: one in which the volume change within the eruption columns affects only the radial expansion without changing the vertical motion, and the other is the converse. The Woods [Bull Volcanol 50:169–193, 1988] model can be regarded as being between those two end members. The range of uncertainty arises because the extremely high temperature of discharged materials from a volcanic vent, and the exceptional terminal height of the eruption columns, allow significant expansion of the gas component in the eruption columns, making them behave differently from common turbulent plumes. This study indicates that the maximum height of the eruption columns is affected considerably by this uncertainty, particularly when the eruption columns extend above a height of 10 km, at which the pressure is about one-fourth the pressure at the ground surface. Column collapse may also be suppressed in wider parameter ranges than previously estimated. However, the uncertainty can be reduced by measuring column radii through a vertical profile during actual volcanic eruptions. Accordingly, this paper suggests that appropriate observation of eruption column shapes is essential for improving our understanding of the dynamics of eruption columns.     

A Modified approach for calculating dynamic shear modulus of stiff specimens by resonant column tests

1 Introduction Study of the shear modulus to represent the static and dynamic properties of geotechnical materials is a basic topic in the geotechnical engineering and many researchers (Hardin and Black, 1966; Zhang and Li, 2003; Richard and Richard, 1988; Yuan et al, 2000; Soo et al, 1995) have investigated this phenomenon. The resonant column device provides a powerful tool for testing the shear modulus and damping ratio of the soil-like materials. In 1984, the ?rst resonant column device…     

Active tuned liquid column damper with propellers

The active control of a Tuned Liquid Column Damper (TLCD) with two propellers is presented. A single‐degree‐of‐freedom system with a passive or active TLCD is used as an example to set up the basic equation of motion. The Optimal Control Theory is applied to establish the control law and to calculate the control force generated by these two propellers installed inside the TLCD. A simple pendulum‐like model test is carried out to study the dynamic characteristics of the passive and active TLCDs and the effectiveness of the vibrational control. Comparison of the experimental result with the analytical one shows a good agreement. Finally, the analytical results of the seismic response are also included as an example for demonstration and application. Copyright © 2003 John Wiley & Sons, Ltd.     

钢骨-钢管混凝土受弯组合柱受力性能的试验研究

本文通过钢骨—钢管混凝土组合柱受弯试验，分析了这种组合柱受弯的破坏形态、荷载—位移滞回曲线、承载力和延性等受力性能，井讨论了组合柱的弯矩—曲率曲线特性。