末次冰期东亚季风气候的变迁：贵州都匀七星洞石笋的δ18O记录

通过对贵州都匀七星洞4根石笋系统的31件TIMS U系及543件稳定同位素分析，揭示出其气候变化记录时限范围为1．1～8．5万a，相当于海洋同位素阶段的MIS2，MIS3，MIS4及MIS5a。根据δ^18O的变化可以准确确定它们之间的界线，其年龄值为：MISl／MIS2 11．3kaB．P．，MIS2／MIS3 28．7kaB．P．，MIS3／MIS4 59．6kaB．P．，MIS4／MIS5a 78．5kaB．P．。研究表明，末次冰期相当于格陵兰冰芯记录、北大西洋沉积记录的YD、Heinrich事件等的气候跃变事件，几根石笋取得了非常一致的准确定位及定年。其中YD事件发生于12．76～11．52kaB．P．，Heinrich事件的H1～H6分别为15～17kaB．P．，24．6kaB．P．，30．5kaB．P．，39．3kaB．P．，46．8～47．8kaB．P．以及60．4kaB．P．。在MIS4阶段，石笋记录于66．4kaB．P．及73．8kaB．P．揭示了两次冷事件，也可于格陵兰冰芯记录中找到相对应的冷谷。通过与GISP2的对比研究，表明东亚季风气候的百年至千年尺度的气候演变，与北大西洋及格陵兰高纬度地区的气候变化具有非常协调的对应关系。它对研究季风气候的动力机制及其与全球变化的响应关系具有特别重要的意义。     

桂东流源地区地球化学特征及找矿预测

通过对桂东县流源地区的成矿规律与地球化学特征进行了分析．区内矿脉主要受NE向断裂控制，地球化学异常有效地反映了各矿床点的分布．根据地球化学异常特征及控矿规律，分析了异常区的预测矿种及找矿意义，预测了两个多金属矿远景区，为区内找矿指明了方向．     

吉林省土壤中有效锰、铜、钼和锌含量的时空变化

选择吉林省的五个大豆种植区(敦化、桦甸、榆树、农安、白城)、四个水稻种植区(白城、九台、延吉、梅河口)及3个草场分布区(镇赉、洮南、大安)，对其土壤中有效锰、铜、钼和锌的含量在过去20年的变化作了比较和分析。经研究表明：吉林省土壤中有效锰和有效铜含量较20年前有所增高，有效钼含量总体呈降低趋势，中部部分地区和东部地区土壤有效锌含量降低，其余地区含量增高。空间分布东部高于中西部。     

北大别燕子河片麻岩的锆石U-Pb年龄：印支期变质事件的确定

本文对北大别燕子河地区英云闪长质片麻岩中的锆石进行了单颗粒U-Pb年龄测定。该片麻岩中存在两种类型的锆石,一种是片麻岩原岩中的岩浆锆石,在后期的变质事件中经历了不同程度的Pb丢失;另一种是变质作用过程中的新生锆石。5个分析点拟合出一条很好的不一致线,得到上下交点的年龄分别为880±110Na和228±13Ma(MSWD=1.1),其中上交点的年龄代表了片麻岩原岩的形成时代,下交点的年龄代表了变质作用发生的时间。变质锆石给出了238Ma的一致年龄,与不一致线给出的下交点年龄在误差范围内相同。这一结果表明北大别片麻岩也经历了印支期变质作用。北大别地体为扬子板块的北缘,华北与扬子板块的缝合线应位于北大别以北。     

天然含钒金红石加热、淬火及电子辐射改性实验研究

天然含钒金红石样品经过1273K加热、淬火和高能电子辐照处理后性质发生不同程度的变化。XRD谱峰显示处理前后样品没有发生物相变化，显微IR图谱证明原样、加热、淬火样品的表面有少量吸附水存在，而辐射样品的显微IR图谱上没有检测到吸附水的吸收峰。用XPS分析比较了处理前后样品表面主要元素Ti、O和V的价态及含量，结果表明，原样经过处理后表面钒和氧的原子百分含量增加，其中淬火样品表面吸附水和钒的含量相对于原样增加最为明显，光催化活性相应较高；加热样品表面的吸附水和钒的含量比原样稍有增加，光催化活性与原样相当；电子辐射样品表面钒的原子百分含量相对原样增加不明显，而对水的吸附能力相对原样较低，光催化效率也略低。     

广州东山湖宏观异常的判定及启示

2001年10月底广州东山湖水面出现宏观异常现象，市民怀疑为地震前兆异常。经过对异常的调查落实，结合广东省地震形势及前兆资料的分析研究，准确判断东山湖的异常现象并非地震宏观异常现象，消除了市民的不安与恐慌。     

德令哈6．6级地震前卫星红外长波辐射OLR的分析

应用NOAA卫星资料反演的地震长波辐射值OLR对2003年4月17日发生在青海省德令哈西的6．6级地震进行了追踪研究。结果显示：2003年1月起OLR距平值出现明显的高值异常区域。     

An experimental study of nominally symmetric and asymmetric structures isolated with the FPS

This experimental investigation deals with the earthquake behaviour of a nominally symmetric and a mass‐asymmetric three‐storey structural model isolated with the frictional pendulum system (FPS). Both accidental and natural torsion are evaluated in the structure by using recorded accelerations in all building floors and measured deformations at the isolation level. A 3D‐shaking table was used to subject the model to five different ground motions, including impulsive as well as far‐field subduction‐zone type earthquakes. Results show that the analytical predictions of the earthquake behaviour of the isolated structure, as obtained from a physical model of the FPS, are in close agreement with the true complex inelastic measured behaviour of the FPS. Besides, experimental results also validate previous observations about the importance of accounting for the variability of the normal loads in modelling the earthquake behaviour of FPS isolators. Measured torsional deformation amplifications at the base of the building vary, in the mean, from 2.5% to 6% for the symmetric and asymmetric structural configurations, respectively. In relation to the fixed base structure, the reduction factors for the base shear of the isolated structure are, in the mean, about 3.9 for both configurations. Finally, it is concluded that the FPS is capable of controlling the lateral–torsional motions of mass‐asymmetric structures quite effectively by aligning the centre of mass of the superstructure with the centre of pendular and frictional resistance of the isolation system. Copyright © 2003 John Wiley & Sons, Ltd.     

Physical model for dynamic analysis of structures with FPS isolators

This article presents a physical model for frictional pendulum isolators (FPS) that is ready to be implemented in most commercial software. The model is capable of accounting for effects such as large deformations, sticking, and uplift and impact by sensing the normal loads in the isolators through a gap element. Sticking has been incorporated into the model by extending the Park–Wen hysteretic model to the case of large deformations. The proposed model has been tested against a theoretically ‘exact’ formulation leading to essentially identical results. To facilitate its use, the physical FPS model has been cast into a typical non‐linear structural element format, i.e. with deformation as input and restoring force as output. Examples of a building and a bridge have been chosen to show the potential of the element and to provide further insight into the earthquake response of structures with FPS isolators; in particular, in aspects such as the orientation in placement of the isolator, sticking, P? Δ, and other large deformation effects. Copyright © 2003 John Wiley & Sons, Ltd.     

赣东北前震旦纪陆内叠加褶皱

江南古陆与华夏古陆拼接带北西侧前震旦纪地层中存在着近东西向褶皱叠加在早期近南北向褶皱上的现象,这是怀玉地块向西拼贴、华夏古陆向北西碰撞拼接过程中构造应力向陆内传递时形成的构造变形系统。叠加褶皱与拼接带具有成生联系,且各自代表了不同构造部位的变形特点。这一构造系统形成于前震旦纪,可能与格林威尔(Grenville)造山运动相当。