天津市海岸带环境的空间价值及其政策启示   总被引：2，自引：1，他引：1  

高晓路  翟国方 《地理科学进展》2008,27(5):1-11

运用政策选择实验的方法, 对天津市沿海地区居民的政策需求进行了实证分析, 定量地考察了海岸带环境 的价值及其在不同地区和不同属性居民之间呈现的空间差异, 对不同类型经济开发的空间影响强度, 及海岸带开 发、防灾减灾和生态环境保护政策的效果进行了比较分析。主要研究结论包括, ①工业开发明显降低了居民的效 用, 说明在目前的产业结构和增长方式下, 工业开发是以生态环境的破坏为代价的, 需要通过产业和环境政策的统 筹和协调来解决工业开发与环境承载力的矛盾。相反, 渔业开发仍然会带来正面的综合效益, 因此, 渔业作为天津 沿海地区未来发展的重点产业之一是适宜的。②塘沽和汉沽地区海岸带环境的价值具有明显的空间差异性。例如, 在塘沽区, 港湾开发和娱乐业的发展给居民带来负面影响, 而在汉沽区, 这些开发所带来的影响不显著。因此, 应该 根据不同地区的实际情况确定海岸带管理政策的重点和目标, 并实施差别化的生态环境补偿政策, 对产业开发格 局进行调控。③不同类型人群对于海岸带政策的敏感性存在差异, 因此有必要根据各类人群的空间集聚程度制定 有针对性的政策。上述研究结论为海岸带管理的定量决策, 如凝炼各地区海岸带规划的目标、制定产业开发的生态 补偿政策提供了一定的科学依据。  相似文献   

逆时偏移双向照明波场分离成像条件     

张思萌  韩立国  于晨霞 《世界地质》2017,36(2):602-608

通过对波场分离互相关成像条件与炮-检点双向照明互相关成像条件进行研究,将两种方法在噪声消除和补偿成像振幅畸变方面的优势进行结合,提高成像分辨率,改进现有成像条件。其主要步骤是将震源和检波点波场分离成它们的单程波传播分量,采用双向照明补偿互相关成像条件对需要的波场进行成像。通过对模型试算,验证了笔者提出的成像条件能有效的压制噪音,补偿成像振幅。  相似文献   

A method for absorption compensation based on adaptive molecular decomposition   总被引：1，自引：0，他引：1  

Ling-Ling Wang  Jing-Huai Gao  Zhang Ming 《应用地球物理》2010,7(1):74-87

In this paper, we present a new method for seismic stratigraphic absorption compensation based on the adaptive molecular decomposition. Using this method, we can remove most of the effects resulting from wavelets truncation and interference which usually exist in the common time-frequency absorption compensation method. Based on the assumption that the amplitude spectrum of the source wavelet is smooth, we first construct a set of adaptive Gabor frames based on the time-variant properties of the seismic signal to transform the signal into the time-frequency domain and then extract the slowly varying component (the wavelet’s time-varying amplitude spectrum) in each window in the time-frequency domain. Then we invert the absorption compensation filter parameters with an objective function defined using the correlation coefficients in each window to get the corresponding compensation filters. Finally, we use these filters to compensate the time-frequency spectrum in each window and then transform the time-frequency spectrum to the time domain to obtain the absorption-compensated signal. By using adaptive molecular decomposition, this method can adapt to isolated and overlapped seismic signals from the complex layers in the inhomogeneous viscoelastic medium. The viability of the method is verified by synthetic and real data sets.  相似文献   

伺服阀对地震模拟振动台控制性能影响及控制参数自整定     

唐贞云  李振宝  纪金豹  马华 《震灾防御技术》2010,5(1):20-26

振动台控制系统设计时对物理系统进行了两个基本假设:伺服阀线性、台面和负载刚性。这样得到的控制系统频带较窄、时滞大,还有可能出现控制系统不稳定。本文通过系统建模,主要分析了伺服阀对振动台控制性能的影响:伺服阀频率特性限制了其控制精度。设计了前馈补偿环节、控制系统参数自整定算法修正系统控制性能,实例仿真结果表明:修正后的算法扩宽了系统频带,提高了地震记录的再现精度。  相似文献   

静压预应力混凝土管桩土塞效应试验研究   总被引：2，自引：0，他引：2  

张忠苗  刘俊伟  俞峰  谢志专 《岩土力学》2011,32(8):2274-2280

对淤泥质黏土互层以及粉土两种土层条件下静压预应力混凝土管桩的土塞效应进行了试验研究。现场及室内试验结果显示,管桩径厚比越大、土层条件越为坚硬则形成的土塞相对高度越大。上硬下软的土层分布易形成闭塞现象,而上软下硬的情况则易导致土塞的滑动。沉桩过程中,管壁端阻与静力触探锥尖阻力具有极为相似的变化规律,两者比值不随土塞高度变化率及沉桩深度的变化而改变。管壁端阻与锥尖阻力的相关性与土层条件密切相关,对于淤泥质黏土和粉土而言,两者比值分别为0.59和0.81。土塞的分层与地基土层分布基本一致,且分层界面为向上凸起的曲面。土塞形成过程中挤密效应是显著的,黏聚力则因扰动的影响有不同程度的降低。直剪试验显示,土塞抗剪强度的时效性是显著的。粉土中预应力混凝土管桩有效土塞高度约为5～6倍桩径,为整个土塞高度的70%;而淤泥质黏土中有效土塞高度大于4倍桩径。试验结果与已有的研究结果较为接近  相似文献   

Procedures for calibration of linear models for damage limitation in design of masonry‐infilled RC frames          下载免费PDF全文

Paolo Ricci  Maria Teresa De Risi  Gerardo Mario Verderame  Gaetano Manfredi 《地震工程与结构动力学》2016,45(8):1315-1335

Recent earthquakes have confirmed the role played by infills in the seismic response of reinforced concrete buildings. The control and limitation of damage to such nonstructural elements is a key issue in performance‐based earthquake engineering. The present work is focused on modeling and analysis of damage to infill panels, and, in particular, it is aimed towards linear analysis procedures for assessing the damage limitation limit state of infilled reinforced concrete frames. First, code provisions on infill modeling and acceptance criteria at the damage limitation limit state are reviewed. Literature contributions on damage to unreinforced masonry infill panels and corresponding displacement capacity are reported and discussed. Two procedures are then proposed aiming at a twofold goal: (i) the determination of ‘equivalent’ interstory drift ratio limits for a bare frame model and (ii) the estimation of the stiffness of equivalent struts representing infill walls in a linear model. These two quantities are determined such that a linear model ensures a reliable estimation of seismic capacity at the damage limitation limit state, providing the same intensity level as that obtained from nonlinear analyses carried out on structural models with infills. Finally, the proposed procedures are applied to four‐story and eight‐story case study‐infilled frames, designed for seismic loads according to current technical codes. The results of these application examples are presented and discussed. Copyright © 2016 John Wiley & Sons, Ltd.  相似文献   

Development of a hybrid simulation controller for full‐scale experimental investigation of seismic retrofits for soft‐story woodframe buildings          下载免费PDF全文

Xiaoyun Shao  Weichiang Pang  Chelsea Griffith  Ershad Ziaei  John van de Lindt 《地震工程与结构动力学》2016,45(8):1233-1249

Hybrid simulations of a full‐scale soft‐story woodframe building specimen with various retrofits were carried out as part of the Network for Earthquake Engineering Simulation Research project – NEES‐Soft: seismic risk reduction for soft‐story woodframe buildings. The test structure in the hybrid simulation was a three‐story woodframe building that was divided into a numerical substructure of the first story with various retrofits and a full‐scale physical substructure of the upper two stories. Four long‐stroke actuators, two at the second floor and two at the roof diaphragm, were attached to the physical substructure to impose the simulated seismic responses including both translation and in‐plane rotation. Challenges associated with this first implementation of a full‐scale hybrid simulation on a woodframe building were identified. This paper presents the development and validation of a scalable and robust hybrid simulation controller for efficient test site deployment. The development consisted of three incremental validation phases ranging from small‐scale, mid‐scale, to full‐scale tests conducted at three laboratories. Experimental setup, procedure, and results of each phase of the controller development are discussed, demonstrating the effectiveness and efficiency of the incremental controller development approach for large‐scale hybrid simulation programs with complex test setup. Copyright © 2016 John Wiley & Sons, Ltd.  相似文献   

基于层次匹配的面状要素几何匹配方法研究     

张旗升  王艳慧 《地球信息科学学报》2016,18(8):1043-1051

空间数据增量信息提取是空间数据库增量更新的基础,而要素几何匹配则为空间数据增量信息提取的关键流程之一。针对面状要素几何匹配时所产生的单一匹配算子匹配准确度低,以及多算子加权匹配算法匹配效率低、冗余度高、结果不准确等情况,本文提出一种基于多层次匹配的面状要素几何匹配算法。该算法以反映面状要素位置、大小、形状特征的质心匹配算子、面积重叠度算子以及转向角函数匹配算子为基础,并按各算子复杂度进行层次匹配规则设计,以提高算法效率、保证匹配的准确性。本文通过2种方法进行对比实验,结果表明：层次匹配算法匹配完整度和准确度均能达到90%以上,可以很好地进行面状要素几何匹配;与加权匹配方法相比效率更高,代价更小,且所得匹配结果比加权匹配方法所得结果更加准确。  相似文献   

基于众包数据的室内定位方法和平台     

黄正宇  陈益强  刘军发  蒋鑫龙  胡春雨 《地球信息科学学报》2016,18(11):1476-1784

随着WLAN的普及,基于Wi-Fi的室内定位方法逐渐成为研究与应用的热点。虽然,其中基于位置指纹的定位算法研究相对广泛,应用效果较好,然而现有的指纹定位方法或系统仍存在以下3个问题：① 离线阶段的数据标定和定位模型的训练需要耗费大量人力物力,以及时间消耗,使系统很难得到实际应用;② 真实环境中WLAN信号波动呈现高动态性,采集的数据存在显著的时效性,无法提供长时间的有效定位保证;③ 实际环境中AP设备变动频繁,导致训练数据与定位数据特征维度不等长,造成模型失效。针对上述问题,本文提出了一种基于众包数据的模型更新方法,通过不断融合增量数据,使定位模型保持实时有效。该方法主要包括半监督极速学习机(SELM)、具有时效机制的增量式定位方法(TMELM)和特征自适应的在线极速学习机(FA-OSELM)3部分。基于上述方法,本文设计并实现了基于众包数据的室内定位平台系统。实际应用表明,本文提出的方法能够显著降低模型训练阶段的数据采集工作量,有效提升模型训练速度,并且长时间保持较高的定位精度。  相似文献   

基于多元Copula函数的引滦水库径流丰枯补偿特性研究   总被引：1，自引：1，他引：0  

牛军宜  冯平  丁志宏 《吉林大学学报(地球科学版)》2009,39(6)

研究引滦水库的天然来水系列之间的丰枯补偿特性,以期优化滦河中下游水库群联合供水的调度及合理配置该区域水资源.通过运用三元Copula联结函数构造了潘家口水库、陡河水库和于桥水库年入库天然径流系列的三维联合分布,然后利用此联合分布计算了这3个水库年天然来水量丰枯遭遇的概率.结果表明,3个水库径流系列的丰枯同步概率高达46.96%,潘家口水库对陡河水库和于桥水库不具补偿能力的概率为30.2%;为保证天津、唐山等地的供水安全,必须加强引滦水库群的优化调度,充分发挥各个引滦水库的调蓄功能,以降低不利丰枯遭遇带来的影响.  相似文献