地震层析地球内部密度分布横向不均匀研究

本文使用Woodhouse和Dziewonski等分别用S波和P波层析分析提供的,以670km深度为分界的上地幔和下地幔地震波传播所反映出的横向不均匀的球谐函数系数,假定地幔内部密度与正常水平的偏离分别与P波和S波的速度V_p和V_s成比例（下地幔δρ=γδV_p,上地幔δρ=σδV_S²）,并用一组新的球谐函数系数表示全地幔密度分布模型.计算结果表明:1.比例系数γ=0.199,σ=3.13×10^-5时,该全地幔密度模型可以70％恢复Dziewonski提供的下地幔密度模型,50％恢复Woodhouse提供的上地幔密度模型.合成密度分布基本上反映了分别由P波和S波速度异常所提供的地幔密度分布特征;2.所有穿过太平洋中部的剖面均明显地显示出一个低密度异常从地表一直延伸到核-幔边界;3.所有大陆下部均存在一个高密度异常区,而且深入到1200-1300km深度处;4.由密度异常的正、负交替基本上将部分地区地幔分成为3层,其深度依次为:第1层25-1300km左右,第2...     

Carboxylic monoacids in the air of mayombe forest (Congo): Role of the forest as a source or sink

In the tropical rain forests of the Congo during the dry season, from June to September 1987, carboxylic acid partial pressures (P _gas) in the air above the canopy, at ground level, and at the boundary layer, were estimated from water samples such as fog and rainwater. The concentrations of these acids were also measured in the sap of tree leaves. Tree leaves act as a sink or as a source if the acid P _gas is greater of lower than the acid concentrations in molecular form in sap. For each of these soluble gases, there is a value of P _gas where the exchange is nul. This is called the compensation point. Values of the compensation point for some tree leaves were evaluated according to Henry's law. Henry's law coefficients at ppm levels were redetermined for formic (HCOOH), acetic (CH₃COOH), propionic (CH₃CH₂COOH), and isobutyric (CH₃CH(CH₃)COOH) acids.By comparison of P _gas and compensation points, it is concluded that the forest was a potential source for these acids. The soil-or the litter-acts as a significant source of a carboxylic acid of C₃ or C₄ atoms in the aliphatic chain. This carboxylic acid, not yet fully characterized, could play an important role in the rain acidity in forested zones of the equatorial areas.The direct emission of these carboxylic acids by vegetation was the main source in the boundary layer above the forest. The average emissions were 3.1×10⁹, 7.8×10⁹, and 8.4×10⁹ molecules cm^-2 s^-1 for HCOOH, CH₃COOH, and CH₃CH₂COOH, respectively. The savanna is an exogenous source of HCOOH and CH₃CH₂COOH during moderately rainy days for 30% of the time. The ozonolysis of isoprene seems to be a small source of HCOOH.     

RAP－10型桩基检测仪放大器频率补偿

本文叙述了ＲＡＰ－１０仪中一种新型的差动放大器。进行了理论分析、模拟计算和实验。结果表明：这种新型的差动放大电路与通用的差动放大电路相比，具有宽带频率补偿作用。是一种宽带差动放大器。关键词     

黑水─泉州地学断面的重磁解释

讨论华南黑水─泉州地学断面的重磁解释。在解释中除应用常规的２．５维重磁异常反演外，还采用等密度线算法构制梯度层密度模型，用于分辨地壳密度细结构，以及计算自由地幔而深度用于分析上地幔密度的横向不均匀性。重磁模拟结果揭示了１０ｋｍ深度内的上地壳构造以及地壳与上地幔密度的分布。提出华南造山带以低密度上地幔为特征，它可能与上地幔的改造有关；四川盆地具有较高的上地幔密度，为未经改造的原始地幔。扬子克拉通与华南造山带的分界线与上地幔密度的分界线一致。根据布格异常、地表岩石密度和地形资料的综合分析，圈定出反映内生成矿作用深部标志的密度倒转区，可作为进一步找矿的远景区。     

对反向变分流电法勘探原理的剖析

本文阐明了反向变分流系统地下电流的分布特点和规律。文中还给出了反向变分流电阻率法视电阻率的异常表达式,计算了装置系数和电流分配系数之间的关系,并阐明其规律和作用。最后,作为一个例子,分析了水平地层上反向变分流电测深法视电阻率的异常分布规律,并指出它在勘探中的作用。     

黄河大柳树坝基岩体地震破坏后的密度特征

本文通过对岩体地震破坏后的弹性波测试，分析其波速的制约因素，采取相应的计算公式讨论了岩体密度的计算方法，并将其与平硐内壁裂隙统计计算出的岩体密度值做了比较，说明应用弹性波速计算岩体密度的精度与科学性。     

A new analytical solution estimating the flexural rigidity in the Central Andes

We present a new 2-D analytical solution of the fourth-order differential equation, which describes the flexure of a thin elastic plate.
The new analytical solution allows the differential equation for an elastic plate to be solved for any irregular shaped topography with a high spatial resolution. We apply the new method to the Central Andes. The flexural rigidity distribution calculated by this technique correlates well with tectonic units and the location of fault zones, for example, the Central Andean Gravity High correlates with the presence of a rigid, high-density body.     

Towards error‐free hybrid simulation using mixed variables

Two procedures are developed and implemented in a hybrid simulation system (HSS) with the aim of enhancing the accuracy and reliability of the online, i.e. pseudo‐dynamic, test results. The first procedure aims at correcting the experimental systematic error in executing the displacement command signal. The error is calculated as the difference between command and feedback signals and correlated to the actuator velocity using the least‐squares method. A feed‐forward error compensation scheme is devised leading to a more accurate execution of the test. The second procedure employs mixed variables with mode switching between displacement and force controls. The newly derived force control algorithm is evaluated using a parametric study to assess its stability and accuracy. The implementation of the mixed variables procedure is designed to adopt force control for high stiffness states of the structural response and displacement control otherwise, where the resolution of the involved instruments may favour this type of mixed control. A simple pseudo‐dynamic experiment of steel cantilever members is used to validate the HSS. Moreover, two experiments as application examples for the two developed procedures are presented. The two experiments focus on the seismic response of (a) timber shear walls and (b) reinforced concrete frames with and without unreinforced masonry infill wall. Copyright © 2007 John Wiley & Sons, Ltd.     

MRFD半主动控制系统的时滞与补偿

时滞与补偿是基于磁流变流体阻尼器（Ｍａｇｎｅｔｏｒｈｅｏｌｏｇｉｃａｌ　Ｆｌｕｉｄ　Ｄａｍｐｅｒ，简称ＭＲＦＤ）的半主动控制系统优化设计中的一个重要问题。本文对此进行了研究，并通过计算实例分析了时间滞后与补偿两种情况对控制系统性能的影响，结果表明，当时滞达到１．０ｓ时，ＭＲＦＤ半主动控制系统仍具有一定的控制效果，说明该半主动控制系统是可靠的，其性能要优于完全主动控制系统，并且对时滞补偿以后系统的控制效果得到明显的改善，说明本文所述的时滞补偿方法是有效的。