浙江天台地区赖家组的划分与分布

柴达木盆地是中国目前保存较为完整的、连续的、巨厚的河－湖相沉积记录的盆地，通过对ZK701＋801，水6孔，涩中6和涩深1井等典型剖面孢子花粉组合特征和分布规律的研究，详细地论述了第四纪孢粉组合带及其所代表的植被，气候演变进程，自1．87MaB.P.以来共识出了59个孢粉组合带，划分出29个完整的冷暖气候旋回，并且同中国西北第四纪黄土－古土壤系列的37个气候旋回以及深海钻孔氧同位素气候旋回进行了较好的对比。     

长江源各拉丹冬地区三叠纪结扎群沉积特征及层序地层研究

三叠纪结扎群分布于长江源各拉丹冬地区南北两侧，根据基本层序、沉积环境和层序界面特征，结扎群至少可划分出四个三级层序。沉积古地理格局显示出南浅北深的特点。南部靠近羌塘盆地中央隆起带，陆源物质供应丰富。北部雀莫错一带因远离中央隆起，陆源物质供应相对较少，以泥岩、灰岩为主，生物化石丰富，沉积环境以陆棚为主，在相对稳定的沉积水体中以双壳类、菊石类等生物群得以快速发展。     

安徽铜陵地区蚀变流体填图方法的探讨

蚀变流体填图是一项区域流体地质调查研究工作 ,也是一项具有战略意义的、综合性的基础地质研究工作。区域大面积的流体填图工作的理论依据、思路方法、填图要素、技术要求和规范等还没有一套成熟的方法体系。在实施中国地质调查局和国土资源部科学技术司的“铜陵地区蚀变流体填图”项目中 ,探讨了流体填图的理论依据、思路方法、研究内容和填图要素 ,对填图单位制定了 3级填图单元等级体制 ,即流体系统流体子系统流体单元。在铜陵地区划分出 4个流体系统 ,7个流体子系统和 18个流体单元。     

北山戈壁荒漠地区1：5万植物地球化学测量效果

北山戈壁荒漠景观区土壤垂直剖面不存在通常的A、B、C分层结构，且掺杂有大量风成沙。在公婆泉地区开展1：5万常规地球化学测量方法研究的同时，进行了植物地球化学测量试验研究。研究表明，两种方法的主要指示元素异常有很好对应性，红沙是我国西部干旱荒漠广大地区开展植物地球化学测量的一种良好采样对象。     

高寒富水地区-西藏那曲镇给水管道的安装及维修

西藏那曲镇是全世界海拔最高、含氧量最稀薄、最后一个安装自来水的地级城市。那曲镇海拔高度为4500m，冻土层深达2．8m，地下水丰富，基础开挖超过lm时就有地下水渗出，且土质多为流沙型，施工时容易引起塌方，施工环境恶劣。本文就那曲镇的具体情况介绍一下给水管道的安装及维修。     

云南省癌死亡率与土壤环境中化学元素的关系

癌病严重危害人类生命。研究表明：土壤环境中微量元素与肿病发生发展以及治疗相关，个别地区的地方病与元素含量关系密切。对土壤中元素含量研究证实：云南癌死亡率低于全国平均水平。文章详细讨论云南9种频发、52种常见癌症与元素的关系。     

三马坊水温重复性前兆异常的构造特征

研究发现三马坊水温对应某些构造带上的地震,其前兆异常有相似性和重复性特征.对应北西向张渤构造带上的地震,其前兆异常形态为突降型,对应东西向阴山-燕山构造带上的地震,其前兆异常形态为上升型,表明水温前兆异常的相似性和重复性特征受活动性构造体系所控制.深入研究三马坊水温前兆异常特征与活动构造带间的关系,可能是突破该地区地震短临预报的有效途径.     

Predictive instantaneous optimal control of elastic structures during earthquakes

A predictive instantaneous optimal control (PIOC) algorithm is proposed for controlling the seismic responses of elastic structures. This algorithm compensates for the time delay that happens in practical control applications by predicting the structural response over a period that equals the time delay, and by substituting the predicted response in the instantaneous optimal control (IOC) algorithm. The unique feature of this proposed PIOC algorithm is that it is simple and at the same time compensates for the time delay very effectively. Numerical examples of single degree of freedom structures are presented to compare the performance of PIOC and IOC systems for various time delay magnitudes. Results show that a time delay always causes degradation of control efficiency, but PIOC can greatly reduce this degradation compared to IOC. The effects of the structure's natural periods and the choice of control gains on the degradation induced by the time delay are also analyzed. Results show that shorter natural periods and larger control gains are both more sensitive and more serious to the degradation of control efficiency. Finally, a practical application of PIOC is performed on a six‐story moment‐resisting steel frame. It is demonstrated that PIOC contributes significantly to maintain stability in multiple degree of freedom structures, and at the same time PIOC has a satisfactory control performance. Copyright © 2003 John Wiley & Sons, Ltd.     

Predictive instantaneous optimal control of inelastic structures during earthquakes

A new inelastic structural control algorithm is proposed by incorporating the force analogy method (FAM) with the predictive instantaneous optimal control (PIOC) algorithm. While PIOC is very effective in compensating for the time delay for elastic structures, the FAM is highly efficient in performing the inelastic analysis. Unlike conventional inelastic analysis methods of changing stiffness, the FAM analyzes structures by varying the structural displacement field, and therefore the state transition matrix needs to be computed only once. This greatly simplifies the computation and makes inelastic analysis readily applicable to the PIOC algorithm. The proposed algorithm compensates for the time delay that happens in practical control systems by predicting the inelastic structural response over a period that equals the magnitude of the time delay. A one‐story frame with both strain‐hardening and strain‐softening inelastic characteristics is analyzed using this algorithm. Results show that the proposed control algorithm is feasibile for any inelastic structures. While the control efficiency deteriorates with the increase in magnitude of the time delay, the PIOC maintains acceptable performance within a wide range of time delay magnitudes. Finally, a computer model of a six‐story moment‐resisting steel frame is analyzed to show that PIOC has good control results for real inelastic structures. Copyright © 2003 John Wiley & Sons, Ltd.     

冲绳海槽南部沉积层序的粒度特征

对取自冲绳海槽南部的A2 3孔经前处理后的沉积物样品进行了粒度测试,探讨了陆源沉积层序的粒度特征。沉积物平均粒径、分选系数、偏态、峰态等粒度参数的变化显示出A2 3孔的沉积层序以 4 0 0cm为界可分为上、下两段,下段各参数稳定,代表了比较稳定的水动力条件的沉积环境;上段则波动较大,小规模浊流沉积频繁发育,暗示了不稳定的沉积环境。浊流层内粗粒与细粒组分含量及粒度分布的变化具有明显的规律性。通过分析A2 3孔陆源沉积层序的各沉积参数特征,认为冲绳海槽南部的沉积环境和动力在时间尺度上有较大的变化,东海陆架物质向南部海槽的输运可能是以峡谷为通道的重力作用引起的床底沉积作用为主。另外,对陆源碎屑和全样粒度结果的对比,显示了前处理方法对于海洋沉积物粒度分析的重要性.