南京地面轨道交通运行引起的大地环境振动预测研究     

郑军  王明洋  肖军华  施烨辉  杨旭 《岩土力学》2012,33(Z2):302-306

城市轨道交通造成环境的振动“污染”不容忽视。通过现场测试和理论分析,得到南京地面轨道交通运行引起的大地竖向振动加速度幅值、频率随距离轨道中心线不同位置的衰减规律,即随着与轨道水平距离的增加,大地竖向振动加速度幅值总的趋势表现为逐渐减弱,但在距离轨道中心线20～30 m之间振动幅值有所反弹;振动加速度的频率集中在0～ 100 Hz,最大值出现在30～80 Hz左右,随着与轨道水平距离的增加,各频率的振动信号分量总的趋势是减弱,且频率愈高衰减愈快。基于“北京交通大学”预测公式,建立包含受振点距离、地基土性质、列车速度3个参数的南京地面轨道交通运行引起大地振动的预测模型,与实测数据相比,吻合较好。  相似文献   

交叉裂隙渗流无网格法初探     

李晓春  陈剑平  石丙飞  范建华 《岩土力学》2007,28(Z1):371-374

作为两相介质的裂隙岩体,裂隙渗流是岩体渗流的主体。由于岩体的网状裂隙用传统的方法难以模拟复杂裂隙系统的水流特征。为此,基于岩体随机裂隙三维网络数值模拟,提取裂隙二维网络,并试用基于移动最小二乘近似的最小二乘法之无网格法来模拟岩体中交叉裂隙的渗流规律,通过自行编制的程序进行了简单示例与工程实例的试算,获得了较好的模拟结果,证实了无网格法模拟岩体裂隙流的可行性。  相似文献   

海上拖航过程的风险评估方法研究     

李红涛  余建星 《海洋技术学报》2005,24(3):92-95

以南海某平台组块海上拖航作业为例,阐述风险评估的基本流程;针对海上拖航过程提出一套具体、实用的风险辨识、事故树建立以及建立风险控制措施的方案;同时给出一种将风险因素定性计算予以量化的方法,即风险值计算方法,并且针对海油工程确定风险值标准.  相似文献   

三维地质建模技术方法研究——以东昆仑造山带为例     

张思科  倪晋宇  高万里  胡道功 《地质力学学报》2009,15(2):201-208

三维地质建模的关键技术, 是如何利用专业地理信息系统(GIS)的立体空间平台将三维空间地质实体真实地再现, 实现地质体的三维可视化和相关空间分析, 为地质研究和矿产资源勘查提供技术支撑。本文以东昆仑造山带为研究对象, 利用Micromine软件系统对地质体三维实体建模中的关键技术和建模方法进行了探索性研究, 初步总结出三维地质建模的主要技术和方法流程。   相似文献   

辽宁小夹皮沟硼矿床地质特征及老矿区找矿方法探讨     

曹俊义  廉涛  王成波  刘亚君  李大力  王长波  徐敏成 《地质与资源》2009,18(2):129-133

基于对小夹皮沟硼矿床的岩石化学、地质构造、岩浆岩特征及地面磁异常、水系沉积物异常特征的分析研究,对小夹皮沟硼矿床与找矿（扩大储量）有密切相关的主要地质特征进行了详细论述.探讨了老矿区找矿方法,总结出老矿区找矿的化探定向-物探定位-地质定性-工程定量的找矿方法（程序）.  相似文献   

Seismic design procedure and seismic response of post‐tensioned self‐centering steel frames     

Hyung‐Joon Kim  Constantin Christopoulos 《地震工程与结构动力学》2009,38(3):355-376

Post‐tensioned (PT) self‐centering moment‐resisting frames (MRFs) have recently been developed as an alternative to welded moment frames. The first generation of these systems incorporated yielding energy dissipation mechanisms, whereas more recently, PT self‐centering friction damped (SCFR) moment‐resistant connections have been proposed and experimentally validated. Although all of these systems exhibited good stiffness, strength and ductility properties and stable dissipation of energy under cyclic loading, questions concerning their ultimate response still remained and a complete design methodology to allow engineers to conceive structures using these systems was also needed. In this paper, the mechanics of SCFR frames are first described and a comprehensive design procedure that accounts for the frame behavior and the nonlinear dynamics of self‐centering frames is then elaborated. A strategy for the response of these systems at ultimate deformation stages is then proposed and detailing requirements on the beams in order to achieve this response are outlined. The proposed procedure aims to achieve designs where the interstory drifts for SCFR frames are similar to those of special steel welded moment‐resisting frames (WMRFs). Furthermore, this procedure is adapted from current seismic design practices and can be extended to any other PT self‐centering steel frame system. A six‐story building incorporating WMRFs was designed and a similar building incorporating SCFR frames were re‐designed by the proposed seismic design procedure. Time‐history analyses showed that the maximum interstory drifts and maximum floor accelerations of the SCFR frame were similar to those of the WMRF but that almost zero residual drifts were observed for the SCFR frame. The results obtained from the analyses confirmed the validity of the proposed seismic design procedure, since the peak drift values were similar to those prescribed by the seismic design codes and the SCFR frames achieved the intended performance level under both design and maximum considerable levels of seismic loading. Copyright © 2008 John Wiley & Sons, Ltd.  相似文献   

机房动力环境监控系统     

兰陵  宋立军  周文 《内陆地震》2009,23(2):251-257

通过解决新疆维吾尔自治区地震局应急指挥中心和信息网络机房动力环境设备的控制与管理中遇到的实际问题,介绍了机房动力环境监控系统在网络机房中的应用.  相似文献   

Optimization of the Sefid-Roud Dam desiltation process using a sophisticated one-dimensional numerical model   总被引：1，自引：0，他引：1  

Ali KHOSRONEJAD 《国际泥沙研究》2009,24(2):189-200

Although water and soil conservation activities reduce reservoir sedimentation, it is inevitable that reservoirs fed by rivers transporting high amounts of sediment will experience sedimentation. The Ghezel-Ozan and Shah-Roud rivers, which flow to the Sefld-Roud reservoir dam, are both highly sediment-laden and transport significant amounts of sediment in both bed load and suspended load forms to the reservoir. Hence, it seems that the only practical way to remove the sediment from the reservoir is to flush it out using the Chasse method. In the present paper, field measurements of Chasse operation characteristics taken in previous years are presented, and a numerical model that simulates this process is introduced. After calibrating the model using field measured data, the calculated results （for reservoir pressure flushing and released sediment volume） of the numerical model were compared with other measured data for the same Chasse operation and the results agree well. Finally, using the numerical simulation results, the best approaches to ensure highly effective flushing while conserving reservoir water are presented （at least for the Sefid-Roud dam）. The operation of the bottom outlet gates, the shape of the output hydrograph, and the reservoir water level variation during flushing were optimized. In addition, the numerical model and related parameters, which need to be calibrated, are discussed.  相似文献   

四川前兆钻孔应变仪台站观测系统运行管理现状分析     

董雪梅  徐建明  张晋川  陈学芬  阳光  赵明渊  黄静 《四川地震》2009,(4):31-36

四川数字地震观测网络项目前兆分项目建设已通过中国地震局监测司的验收,四川前兆钻孔应变仪台站观测系统已运行一年多,从观测工作的各个环节都有值得总结和分析的必要,从而更好地服务于地震预报和科学研究。  相似文献   

Evaluation of stochastic reservoir operation optimization models   总被引：5，自引：0，他引：5  

Alcigeimes B. Celeste  Max Billib   《Advances in water resources》2009,32(9):1429-1443

This paper investigates the performance of seven stochastic models used to define optimal reservoir operating policies. The models are based on implicit (ISO) and explicit stochastic optimization (ESO) as well as on the parameterization–simulation–optimization (PSO) approach. The ISO models include multiple regression, two-dimensional surface modeling and a neuro-fuzzy strategy. The ESO model is the well-known and widely used stochastic dynamic programming (SDP) technique. The PSO models comprise a variant of the standard operating policy (SOP), reservoir zoning, and a two-dimensional hedging rule. The models are applied to the operation of a single reservoir damming an intermittent river in northeastern Brazil. The standard operating policy is also included in the comparison and operational results provided by deterministic optimization based on perfect forecasts are used as a benchmark. In general, the ISO and PSO models performed better than SDP and the SOP. In addition, the proposed ISO-based surface modeling procedure and the PSO-based two-dimensional hedging rule showed superior overall performance as compared with the neuro-fuzzy approach.  相似文献