基于J2EE环境下EJB结构的Web GIS实现

在阐述了Web Gis原理的基础上，Java Applet、Servlets、EJB与Oracle Spatial结合，提出了基于J2EE框架的Web GIS系统实现方案。该方案实现了一个安全、跨平台的Web GIS原型，较好地解决了海量数据存储晨多用户并发访问时客户机和服务器的负载平衡问题。     

Optimal location of sensors for reconstruction of seismic responses through spline function interpolation

In this paper, a criterion is proposed for the choice of the optimal location of a limited number of recording sensors for reconstruction of seismic responses of multistorey frames. Reconstruction of unknown responses is performed by modelling through a spline shape function the evolution of the relative acceleration along the height of the building. The coefficients of the spline function are determined by interpolating available responses in terms of absolute accelerations taking into account boundary conditions. The optimal location for a given number of recording sensors is defined as the one corresponding to the minimum value of the global error evaluated on the whole set of reconstructed responses. The criterion has been verified by using simulated responses of numerical models of multistorey frames and responses recorded on real buildings during the Northridge earthquake. A physical characterization of the location of available sensors leading to the minimum global error between calculated and real responses is proposed in terms of effective modal participation factors relevant to the principal modes of the structure. This characterization allows for frames of known modal characteristics the definition of a criterion for the choice of the location of a limited number of sensors for monitoring or vibration control purposes. Copyright © 2003 John Wiley & Sons, Ltd.     

底层框架砌体建筑隔震控制研究

基于系统的振动微分方程，计算分析了底层框架砖砌体结构滑动隔震的有效性。结果表明，基底隔震控制使上部结构的最大振动响应尤其是底层框架的层间位移显著降低。     

Experimental Research on the Load／Unload Response Ratio （LURR） Theory

Implementing acoustic emission experiments with large rock samples, LURR (Load/Unload Response Ratio) theory was studied. The loading conditions in the experiments were designed to simulate the complicated loading process of underground rocks. The damages emerging inside the rock samples were recorded by the acoustic emission technique during the loading process. The experimental results were consistent with prediction by LURR theory. Integrating the changing processes of LURR value Y and the location process of acoustic emission events showed agreement between the variation of LURR value Y and the damage evolution inside the rocks. Furthermore, the high value of Y emerged before the complete breakdown of materials. Therefore, the damage evolution of rock specimen can be quantitatively analyzed with LURR theory, thus the failure of the rock materials and the earthquake occurrence may be predicted. The experimental results gave a further verification of LURR theory.     

上海地区首例自平衡法试桩

该文简要介绍了自平衡法试桩的原理和方法，并根据上海吴淞口大跨越工程实例总结了相关经验，以便该方法在上海地区推广应用和深入研究。     

四方山矿采区地表变形及对地面建筑的影响

偏远山区矿山开采多以小窑掘进为主，其对地表变形的影响已引起人们的重视。根据四方山煤矿所处的地质环境及开采的实际特征，通过对其采深采厚比和顶板岩层质量的分析，采矿厚度、采空段宽度的计算，得出该区小窑开采对地表变形无影响的结论。     

A New Damage Index

A new damage index to estimate damage to buildings relies on construction costs per square metre, and a replacement ratio which approximates costs relative to the cost of replacing a median-sized family home. Building damage is estimated against a five-point scale with Central Damage Values at 0.02, 0.1, 0.4, 0.75 and 1.0 of the replacement cost.Damage is expressed as damage in House Equivalents (HE) = Replacement Ratio × Central Damage Value. The Damage Index = log₂ (HE) provides a simple 0–20 scale covering total damage of less than 1 HE to>1 million HE. For all natural hazard impacts in Australia DI is less than 12.Where the only damage data available are of lesser quality Generic or Qualitative Damage Indices (GDI and QDI) can be used. The various advantages and limitations of the Damage Index are discussed.     

Quaternary folding of the eastern Tian Shan, northwest China

The Tian Shan, east–west trending more than 2000 km, is one of most active intracontinental mountain building belts that resulted from India–Eurasia collision during Cenozoic. In this study, Quaternary folding related to intracontinental mountain building of the Tian Shan orogenic belt is documented based on geologic interpretation and analyses of the satellite remote sensing images [Landsat Thematic Mapper (TM)/Enhanced Thematic Mapper (ETM) and India Remote Sensing (IRS) Pan] combined with field geologic and geomorphic observations and seismic reflection profiles. Analyses of spatial–temporal features of Quaternary folded structure indicate that the early Quaternary folds are widely distributed in both piedmont and intermontane basins, whereas the late Quaternary active folds are mainly concentrated on the northern range-fronts. Field observations indicate that Quaternary folds are mainly characterized by fault-related folding. The formation and migration of Quaternary folding are likely related to decollement surfaces beneath the fold-and-fault zone as revealed by seismic reflection profiles. Moreover, analysis of growth strata indicates that the Quaternary folding began in late stage of early Pleistocene (2.1–1.2 Ma). Finally, tectonic evolution model of the Quaternary deformation in the Tian Shan is presented. This model shows that the Quaternary folding and faulting gradually migrate toward the range-fronts due to the continuous compression related to India–Eurasia collision during Quaternary time. As a result, the high topographic relief of the Tian Shan was formed.     

浙江江山城建区地质条件分析与评价

详细研究了浙江江山城建区的地层、岩性和构造，分析了这些基础地质条件对城市建设的影响。城建区地层复杂，出露了晚元古代以来13个组的地层，还有侵入岩和火山碎屑岩出露。地质体中的层理、接触面以及软弱夹层对地质体的结构强度有很大的影响。城建区内碳酸盐岩分布最广，有岩溶塌陷现象，对城市建设不利。侵入岩、火山碎屑岩和砂岩，坚硬致密，风化裂隙不发育，是很好的建筑基岩。志棠组含砾粗砂岩、硅质岩岩性虽然较坚硬，但多被断裂破碎，对城市建设有一定的影响。页岩、泥岩和粉砂质页岩属软质岩石，易变形。城建区断裂构造发育，对城建区的工程建设有很大的影响，但区内无新的构造活动，无大于4．5级地震的历史记录，地震烈度为Ⅵ度，城建区所在的区域地壳稳定。根据基岩、土层和断裂构造的性质和特点，笔者把城建区划为三个级别：一级区，适宜重大工程的建设；二级区，进行高层建筑时要预先实施岩溶地基处理；三级区，工程条件差，应避开建设重大工程。     

超长灌注桩检测结果分析

本文通过四根超长大直径灌注桩单桩竖向承载力静载荷试验以及其它方法检测结果可知 ,超长桩承载力与使用反循环工艺、缩短成孔成桩时间、合理的泥浆性能、桩身混凝土完整性以及清渣彻底性有着密切相关。