石河子市多层砖混结构房屋震害概率矩阵的建立

以概率理论为基础，采用震害指数法对石河子市重要建筑物中的多层砖混结构房屋进行抗力计算，通过抽样计算建立了石河子市砖混结构房屋按建筑年代分类的震害概率矩阵，又进一步综合这次普查得到的相关统计数据建立了修正的石河子市砖混结构房屋震害概率矩阵，从而为群体房屋的震害预测提供依据。     

神经网络在镇扬大桥工程区区域稳定性评价中的应用

基于优势面区域稳定性评价理论，运用ANN优势断裂评价模型来研究镇扬大桥工程区区域稳定性，取得了较好的效果，实践表明基于ANN找寻和评价优势断裂是可行的和有效的。     

河北省未来耕地养育力研究

文章利用联合国粮农组织的农业生态区域法等方法，测算了河北省未来时期作物潜力总产，预测了人口数量，计算了温饱型，宽裕型，小康型营养水平下2005年和2020年的耕地人口养育量，用耕地养育力指数揭示了人口养育潜力，并在此基础上分析了各市的区域差异，提出了提高耕地养育力，实现耕地可持续利用的对策。     

地图数据库研究

本文在分析地图数据特征的基础上,针对如何提高地图空间查询效率这一难题,从多种地图索引方法中选择了Ｒ＋＿树索引方法,实现了Ｒ＋＿树索引的算法,最后给出了一个包括地图数据存储和索引、查询功能的地图数据库实例。     

农业资源高效利用评价指标体系初步研究

本文从农业自然再生产和经济再生产统一体和整体性的角度出发 ,在阐述构建农业资源高效利用评价指标体系宜遵循的基本原则的基础上 ,通过对农业资源的农业生产行为特征及高效利用途径进行系统分析 ,筛选、构建和设计出了农业资源高效利用评价指标体系 ,并对其中的重要指标进行了讨论。     

岩体与锚固体间粘结强度的确定

在预应力锚索设计参数的确定中，岩体与锚固体间粘结强度的确定是其十分重要的环节。现有的确定方法大多基于经验与现场试验的结合，费时费工，故有必要根据已有的试验资料确定一种定量方法。通过对国内30余例工程的统计分析表明，岩体与锚固体的粘强度不仅与岩石单轴抗压强度有关，还与内锚固段裂隙的分布与性质有关。通过室内外试验进一步建立了适合国内岩体质量指标确定的粘结强度经验公式与内锚段长度设计系数的图系，同时，也可为岩锚加固数值仿真提供经验判据。实例计算表明，所提供的确定方法与岩锚试验结果较为吻合。     

澜沧江某电站右坝肩复杂岩体质量分类

笔者通过对澜沧某电站右岸坝肩复杂岩体的成因进行分析，采用岩体质量指数Z并结合水利水电工程围岩分级和RMR分级等岩体分类方法对电站右岸坝肩的复杂岩体进行了综合分类。     

Derivation Of Refractive Index And Temperature Gradients From Optical Scintillometry To Correct Atmospherically Induced Errors For Highly Precise Geodetic Measurements

Refraction effects of optical beams are generally caused by an inhomogeneous propagation medium and are a major source of systematic errors in the precise optical determination of angles and distances in the atmospheric surface layer. In this contribution a method for deriving vertical temperature and refractive index gradients from optical scintillation is presented. Knowledge of these gradients is required for the compensation of atmospherically induced errors for highly precise terrestrial geodetic measurements, like direct transfer and levelling. The advantage of the present optical method is, that temperature and refractive index gradients can be derived as line-averaged values over the propagation path, which is not possible by meteorological point measurements. Field observations have been carried out with a displaced-beam scintillometer over flat terrain and under different atmospheric conditions in order to verify this method. The experiments show, that this method allows to derive accurate correction values for precise terrestrial geodetic measurements.     

Inelastic buildings with tuned mass dampers under moderate ground motions from distant earthquakes

The effectiveness of tuned mass dampers (TMD) in vibration control of buildings was investigated under moderate ground shaking caused by long‐distance earthquakes with frequency contents resembling the 1985 Mexico City (SCT) or the 1995 Bangkok ground motion. The elastic–perfectly plastic material behaviour was assumed for the main structure, with linear TMDs employed by virtue of their simplicity and robustness. The accumulated hysteretic energy dissipation affected by TMD was examined, and the ratio of the hysteretic energy absorption in the structure with TMD to that without it is proposed to be used, in conjunction with the peak displacement ratio, as a supplementary TMD performance index since it gives an indication of the accumulated damage induced in the inelastic structures. For the ground motions considered, TMD would be effective in reducing the hysteretic energy absorption demand in the critical storeys for buildings in the 1.8–2.8 s range. The consequence is reduction in damage of the buildings which would otherwise suffer heavy damage in the absence of TMD, resulting in economical restorability in the damage control limit state. This is of practical significance in view of the current trend toward performance‐based design. Copyright © 2001 John Wiley & Sons, Ltd.