中国流动人口的影响要素与空间分布

利用公安部 1 996年流动人口统计数据 ,对中国流动人口的影响要素和空间分布进行了分析和研究。首先 ,从城市角度分析中国流动人口的“拉力”要素发现 :流动人口规模与经济增长要素、投资要素相关显著 ,与社会发展要素、消费要素相关不显著 ;其次 ,运用 GIS技术与空间相关分析的综合集成方法 ,对中国流动人口的空间分布进行研究 ,结果表明 :中国流动人口分布存在着突出的城乡“二元”结构、东中西“3带、 5区”的空间格局。     

冲淤变动型沟谷泥石流防治结构及计算

本文以平川沟泥石流为例 ,基于对冲淤变动型沟谷泥石流基本特性的分析 ,遵循“以泄为主、导排结合”的防治原则 ,提出了有效治理此类泥石流的汇流 #速流结构 ;运用地基梁计算理论对速流槽进行了力学分析计算 ,比较详细地进行了汇流槽侧墙、锚固桩的内力计算。     

Water status in winter wheat grown under salt stress

1 IntroductionSalinization is one of the major problems in arid and semi-arid regions in relation to land use and in particular to agricultural production[1]. Excessive salinity leads to toxicity in crops and reduction of the availability of water to crops, by reducing the osmotic potential of the soil solution[2]. Movement of soil water induces solute transport, and solutes are transferred towards the ground surface by the upward soil-water movement caused by evaporation, resulting in an accu…     

TOF-SIMS在源岩单组分研究中的应用

应用飞行时间二次离子质谱 (TOF SIMS)对源岩单组分进行原位微分析 ,结果表明有机组分(1)二次离子峰集中分布在低质量数一端 ;(2 )无机离子峰强度普遍高于有机离子峰 ;(3)同类型相邻的有机离子峰之间相差一定单位的质量 (14,即CH2 ) ;(4 )不同有机组分峰强度最大的有机离子相同 ,但它们峰的相对强度差异非常明显 ,借助有机离子峰的相对强度可以反映有机组分的化学结构及其生烃性特征。     

热水沉积岩及矿物岩石标志

热水沉积物不同于普通沉积物 ,主要与热水流体类型有关。文中把热水流体划分为中高温热水流体与中低温热水流体。中高温热水沉积岩包括钾长石岩、硅质岩、电气石岩、钠长石岩、萤石岩 ;中低温热水沉积岩包括碳酸盐、硫酸盐等岩石。钾长石岩是文中确定的一种标准高温热水沉积岩 ,热水沉积钾长石以冰长石和钡长石为主 ;热水沉积碳酸盐矿物一般为铁、镁、锰、钙碳酸盐 ,碳酸盐的形成与CO2 和H2 O的不混溶温度有关 ,一般在不混溶温度 ,即 2 66℃以下生成 ,或在海水补偿线以上形成。热水沉积岩中有热水交代蚀变岩夹层 ,尤其是在高温热水活动区 ,可以交代泥质、钙泥质沉积物形成热水交代沉积岩 ,包括方柱石黑云母岩、透辉石透闪石岩、夕卡岩、绿泥石岩等。根据对霍各乞铜多金属矿床的研究 ,热水交代透辉石透闪石岩的稀土总量较低 ,表现为轻稀土富集 ,重稀土亏损 ,稀土配分模式表现为正Eu异常     

赣东加里东变质混合岩带金地球化学特征和地球化学行为

赣东加里东变质混合岩带 ,是以混合岩体为主体 ,受韧性剪切带控制的多相、多型、递增变质带 ,是受区域深构造控制的热变质带。该带产有茅排式金矿。通过对该带金地球化学特征和地球化学行为研究 ,认为带中金丰度 0 .83× 10 - 9,呈峰式分布 ,为对数及双对数正态分布型式 ,Au与主元素成分无关 ,与微量元素组合是Au -Zn -Li-Pb -Cs ,在韧性剪切过程中Au具活化迁移富集特点     

冷家沙三段砂岩成岩序列与孔隙演化

笔者以辽河盆地冷家地区冷94井为例，通过铸体薄片、电镜扫描、能谱 阴极发光等分析和实验手段，对沙三段砂岩的成岩历史、成岩序列与孔隙演化及发展趋势刊物, 出成岩阶段可划分为同生期→早成岩阶段早期→早成岩阶段晚期→晚成岩阶段早期。孔隙演化主要在压实作用，粘土矿物的包膜作用，方解石、白云石的胶结作用，长石溶蚀作用、石英的次生加大和微晶石英的沉淀作用等方面进行了研究，阐述并总结了它们互相之间的内在联系。     

赣东北晚二叠和晚三叠煤的微量元素对比研究

通过对赣东北晚二叠世和晚三叠世煤的微量元素对比研究，阐述了这两种类型煤中常量和微量元素的含量和赋存特征。通过煤质特征，矿物学和元素的组相关性分析，概括了引起这两种类型煤常量和微量元素之间差弄的地质原因。     

Evaluation of response and energy in actively controlled structures

A computational method of energy evaluation is derived to study the elastic responses and energy distribution of actively controlled single‐degree‐of‐freedom (SDOF) structures during earthquakes. Contrary to the common perception that applying active control force pumps energy into the structure, the applied control force can actually reduce the energy in the structure by reducing the input energy from earthquakes to the structure. In addition, applying control force can dissipate a large amount of energy in the structure when this control force is applied in the direction opposite to the displacement and velocity responses. To demonstrate this energy mechanism in active controlled structures, the two most popular control algorithms, optimal linear control (OLC) and instantaneous optimal control (IOC) algorithms, are used to calculate the control response and energy spectra. One‐step time delay is incorporated into the algorithms to take into consideration the practical aspect of active control. The effects of different earthquakes and damping ratios on control energy and response spectra are studied. These studies show that both OLC and IOC are very effective in reducing the structural displacement and velocity responses by reducing the input earthquake energy as well as dissipating a large amount of energy in the structure. Copyright © 2001 John Wiley & Sons, Ltd.     

Effectiveness of structural control based on control energy perspectives

A computational algorithm for maximizing the control efficiency in actively controlling the elastic structural responses during earthquake is proposed. Study of optimal linear control using a single degree of freedom shows that applying active control is very effective in reducing the structural displacement and velocity responses for long‐period structures, but at the same time it has an adverse effect in increasing the absolute acceleration response. The extent of this adverse effect reduces the effectiveness of the control system, and therefore it poses a limit on the maximum control force in order to provide maximum control efficiency. In view of this shortcoming, maximum control energy dissipation is used to define the most effective optimal linear control law. Less displacement and velocity response are expected as larger control force is applied, but there is always a limit that maximum control energy can be dissipated. This study shows that this limit depends on the structural characteristics as well as the input ground motion, and a general trend is that the maximum control energy decreases as damping increases. Finally, application of the proposed algorithm on a six‐storey hospital building is presented to show the effectiveness of using optimal linear control on a multi‐degree‐of‐freedom system from the control energy perspectives. Copyright © 2001 John Wiley & Sons, Ltd.