隧道工程GPS控制网的基准设计与数据处理

在布设隧道工程GPS控制网过程中，根据工程具体要求，需对工程GPS控制网进行基准设计，有的工程要求边长投影到测区平均高程面上，应对起算数据进行处理。有的工程要求采用一点一方位为控制网起算，以保证GPS网内符合精度不受损失。     

风暴轴的研究

从风暴轴的三维结构、时间演变、维持机制及其与平均气流间的相互作用等方面出发,对风暴轴的研究动态和主要结构作了评述,并对该领域的研究前景作了一定的展望 。     

Prediction of extreme wave heights using neuro wavelet technique

Precise prediction of extreme wave heights is still an evading problem whether it is done using physics based modeling or by extensively used data driven technique of Artificial Neural Network (ANN). In the present paper, Neuro Wavelet Technique (NWT) is used specifically to explore the possibility of prediction of extreme events for five major hurricanes Katrina 2005, Dean 2007, Gustav 2008, Ike 2008, Irene 2011 at four locations (NDBC wave buoys stations)¹ namely; 42040, 42039, 41004, 41041 in the Gulf of Mexico. Neuro Wavelet Technique is employed by combining Discrete Wavelet Transform and Artificial Neural Networks. Discrete wavelet transform analyzes frequency of signal with respect to time at different scales. It decomposes time series into low (approximate) and high (detail) frequency components. The decomposition of approximate components (extreme events in the ocean wave series) can be carried out up to the desired multiple levels in order to provide relatively smooth varying amplitude series. This feature of wavelet transforms make it plausible for predicting extreme events with a better accuracy. In the present study third, fifth and seventh level of decompositions are used which facilitates 3 to 7 times filtering of low frequency events and seems to pay the dividend in the form of better prediction accuracy at extreme events. To develop these Neuro wavelet models to forecast the waves with lead times of 12 hr to 36 hr in advance, previously measured significant wave heights at same locations were used. The results were judged by wave plots, scatter plots and other error measures. From the results it can be concluded that the Neuro Wavelet Technique can be employed to solve the ever eluding problem of accurate forecasting of the extreme events.     

基于量纲分析的金属矿山覆岩垮落高度预测研究

提出利用量纲分析的方法对金属矿山覆岩垮落高度进行初步探索,对影响覆岩垮落的一系列因素进行统计和分析。垮落高度的影响因素包括采矿方法、矿体厚度、开采深度、构造应力、采空区尺寸、覆岩岩性、岩性结构、断层结构和时间等。结合工程实际和量纲分析构建了函数关系式和量纲矩阵,得出了垮落高度H与矿体厚度d、开采深度h、构造应力? h、采空区尺寸s、岩石重度? 、岩石松散系数k、硬度系数f之间的定量关系式。选取金属矿山垮落工程实例对所建立的垮落高度预测关系式进行验证,其垮落高度的计算结果与现场实测结果较吻合,误差在5.8%左右,满足工程需要。该方法可为矿山水体下采矿参数选取、矿山冲击地压控制及采矿方法的选择提供参考。     

频率域海底电磁法三维正演研究

为了研究频率域海底电磁法在油气勘探中的可行性,根据海底电磁法的观测特点,建立海底三维地电模型,采用频率域FDTD三维正演模拟程序,计算不同参数时频率域电磁响应,获得了不同模型、不同频率下电磁场的响应。     

水下爆破动水压力预测及衰减规律研究

本文基于传统的Cole动水压力预测公式,采用量纲分析法建立了考虑多影响因素的动水压力相似准数方程,并在此基础上进行现场监测试验,依据试验数据进行非线性回归运算,得出水下爆破动水压力预测模型公式相关参数。将得到的参数回代入Cole公式和新建模型公式进行预测误差估计和准确度评价分析,二者相对误差范围分别为0.64%～17.11%和0.08%～6.53%,平均相对误差分别为7.31%和3.33%,证明了新建模型公式对动水压力峰值的预测相比传统Cole公式更接近于实际。同时依据修正得到的模型公式对动水压力衰减规律进行分析,结果表明：动水压力峰值随着单段最大药量的增加而增大,随着传播至覆盖层表面振速峰值的增大而增大,随着距爆心水平距离的增大而不断衰减。     

泌尿系疾病三维CT重建技术研究

目的探讨泌尿系疾病患螺旋CT三维重建技术.方法回顾分析了54例成功进行了泌尿系螺旋CT三维重建的病例,其中46例使用了造影剂,扫描及重建分别在PQ6000CT机和工作站上进行,逐一分析各病例的扫描参数.扫描时间.三维重建类型.方法.技巧.结果扫描参数.造影剂量等随检查目的不同而有所不同,重建技巧通过训练可以掌握,SSD及VR技术能生动的显示肾的畸形.肿块和结石,最大密度投影法适合于CT尿路成像和肾动脉狭窄的显示.结论设计合理的扫描计划.匹配合适的参数.选择最佳扫描延迟时间,是获得泌尿系高质量三维重建图象的前提条件,熟练地掌握三维重建方法和技巧也是不可缺少的成功要素.     

极值统计理论的进展及其在气候变化研究中的应用

着重论述极值统计分布在极端天气气候事件和重大工程设计中的重要意义,综述该领域国内外研究进展。例如,基于超门限峰值法（POT）的广义帕累托分布（GPD)和基于单元极大值法（BM）的广义极值分布（GEV）及其参数间的理论关系;采用极值分布模型与多状态一阶Markov链相结合构建降尺度模型模拟局地极端降水事件,推算一定重现期的极端降水量的分位数;探讨极值分布模型分位数估计误差问题,多维极值分布理论及其应用等问题。     

Finite element analysis of damage and failure of reinforced concrete members under earthquake loading

This paper presents a three‐dimensional analysis framework, based on the explicit finite element method, for the simulation of reinforced concrete components under cyclic static and dynamic loading. A recently developed triaxial constitutive model for concrete is combined with a material model for reinforcing steel which can account for rupture due to low‐cycle fatigue. The reinforcing bars are represented with geometrically nonlinear beam elements to account for buckling of the reinforcement. The strain penetration effect is also accounted for in the models. The modeling scheme is used in a commercial finite element program and validated with the results of experimental static and dynamic tests on reinforced concrete columns and walls. The analyses are supplemented with a parametric study to investigate the impact of several modeling assumptions on the obtained results.     

21世纪深港城市发展及其空间整合

经过20多年超常规发展的深圳,经济实力显著增强,产业结构层次不断提高;主权回归祖国后的香港,受东亚金融危机冲击,经济结构再次转型。使新世纪的深港城市发展进入了一个以"水平分工"为主的历史时期,两市间主导产业、基础设施、城市布局将全面衔接,并在特殊的地域背景和政治架构下,形成"一都两制"的双城空间结构。