地名地址协同审批的研究与实践     

陆生强  彭静  陈婷 《地理空间信息》2022,20(1):122-123,148

地名、地址数据归口于多个政府部门管理,由于缺乏部门之间的协作机制,存在重复建设、更新不及时等问题.针对地名地址管理的业务现状和问题,探索了基于协同审批的地名地址动态更新模式,建立了贯穿地名地址申报、审批、应用全过程的业务协同系统,实现了地名地址数据的规范采集、动态更新和图属一体化管理.  相似文献   

僵尸网络在线检测技术研究   总被引：3，自引：1，他引：2  

于晓聪  董晓梅  于戈  秦玉海 《武汉大学学报(信息科学版)》2010,(5)

僵尸网络为平台的攻击发展迅速,当前大多数的检测方法是通过分析历史网络流量信息来发现特定协议的僵尸网络,难以满足实时需要,且不能通用。针对这种情况,提出了一种独立于控制协议与结构的僵尸网络在线检测技术,能够从网络流量数据中快速检测出可疑僵尸主机。模拟实验结果表明,该技术能够高效地实现僵尸网络在线检测。  相似文献   

大比例尺地形图更新问题探讨     

张建辉  陈景新  罗永贤 《北京测绘》2010,(4):33-34,38

近年来,城市发展变化非常快,地形图更新滞后于城市发展,研究城市大比例尺地形图更新问题很有必要。本文阐述了地形图更新的方法,主要有数字摄影测量更新、利用高分辨率遥感影像更新、数字化测图更新以及借助其它项目资料进行更新等方法,并探讨了城市大比例尺地形图更新周期问题。  相似文献   

C F RP加固震损钢筋混凝土框架结构的抗整体性倒塌能力分析          下载免费PDF全文

韩建平  何梁华 《世界地震工程》2020,(1):008-16

首先介绍了CFRP加固受损钢筋混凝土柱的数值模拟方法,通过OpenSees软件进行了建模分析,数值模拟结果与试验结果的对比验证了该数值模型的有效性;其次,对一6层钢筋混凝土框架以受极罕遇地震影响进行预损,采用损伤指数和折减系数的方法建立震损钢筋混凝土框架的分析模型,并选择5种不同的CFRP加固方案对其进行加固;最后,对CFRP加固的震损RC框架进行增量动力分析。定量的评价了CFRP加固震损RC框架的抗整体性倒塌能力和抗倒塌安全储备。结果表明:CFRP加固能有效提高震损钢筋混凝土框架结构的抗震性能。加固部位的选择对加固效果的影响很大,在所选用的5种CFRP加固方案中,对底层及第2层的梁柱进行加固的方案对提高震损钢筋混凝土框架的抗整体性倒塌能力效果最佳。  相似文献   

柱顶层间隔震体系增量动力响应研究          下载免费PDF全文

袁梦醒  陈望  刘彦辉  谭平  金建敏 《地震工程学报》2020,42(4):872-880

针对悬臂柱顶有拉梁和无拉梁层间隔震体系的抗震性能问题,运用增量动力分析(IDA)方法进行弹塑性分析,模拟结构从弹性到弹塑性直至最后倒塌的全过程。通过调幅地震动得到相应的层间位移角及峰值加速度,分别绘制单条与多条IDA曲线分析拉梁对隔震结构动力响应的影响,研究两种结构的抗震性能。结果表明:在相同性能点,有拉梁和无拉梁对纤维铰弯矩值和曲率值基本无影响,而在不同性能点,纤维铰状态明显不同;两种体系从正常使用阶段到防止倒塌阶段所需的加速度峰值的差距慢慢增大;在极罕遇地震下,柱顶有拉梁层间隔震体系的下部结构抗震性能要高于柱顶无拉梁层间隔震体系。  相似文献   

Evaluation of force-based and displacement-based out-of-plane seismic assessment methods for unreinforced masonry walls through refined model simulations     

Michele Godio  Katrin Beyer 《地震工程与结构动力学》2019,48(4):454-475

The performance of force-based and displacement-based seismic assessment methods for the life-safety limit state check of out-of-plane loaded unreinforced masonry walls is evaluated on the basis of refined numerical simulations. For this purpose, a discrete element model of a vertically spanning wall is built and validated against experimental results from static and dynamic test conditions. The model is then analysed for a large range of wall configurations. For each configuration, a static pushover analysis and a series of incremental dynamic analyses are run, the latter permitting to determine the capacity of the wall under dynamic loading. The accuracy of the assessment methods in predicting the acceleration at which the walls collapse is evaluated. It is found that the displacement-based method is more accurate, robust, and safe than the force-based method. The comparison also shows that for walls characterised by a relatively high ratio of axial load to Euler's critical load, both assessment methods lead to an overestimation of the wall capacity. As a remedy, a modification to the methods based on a recently developed mechanical model is put forward and tested. For the force-based method, it is additionally suggested to set for walls with relatively high overburden ratios the behaviour factor equal to 1. To ensure reproducibility of this study, all input and output files of the numerical simulations are made publicly available.  相似文献   

我国无居民海岛管理现状、问题及建议          下载免费PDF全文

高奕康  刘旭  林河山  徐金燕  邓云成 《海洋开发与管理》2021,38(9):32-35

无居民海岛是我国自然资源的重要组成部分。为加快推进生态文明建设,党和国家对我国自然资源的管理提出了新的要求。文章采用问题和目标导向的研究方法,通过对我国无居民海岛管理的历史遗留问题、管理能力、管理体系和信息化建设等方面进行分析,提出了分类处置历史遗留用岛,优化精细化分类管理体系、完善海岛管理制度体系、完善海岛数据更新体系等建议,对提升我国无居民海岛管理水平,实施海洋强国战略具有重要的意义。  相似文献   

Dynamic analysis on structures base-isolated by a ball system with restoring property     

Qiang Zhou  Xilin Lu  Qingmin Wang  Dingguo Feng  Qianfeng Yao 《地震工程与结构动力学》1998,27(8):773-791

A computational model with its analysis method for base-isolated structures by a ball system with restoring property under seismic force is proposed in this paper, and the programs using numerical integration method and incremental harmonic balance method are developed. The analysis method is verified by shaking table test results of a three-storey masonry model. With these programs, the effect of some factors on the aseismic behaviour of base isolation system are analysed, and the comparison of seismic response between structures with and without base isolation is made. Results of both theory and test show that the above-mentioned base isolation system has apparent advantages over the traditional aseismic structures. © 1998 John Wiley & Sons, Ltd.  相似文献   

An investigation into the effects of damping and nonlinear geometry models in earthquake engineering analysis          下载免费PDF全文

Andrew Hardyniec  Finley Charney 《地震工程与结构动力学》2015,44(15):2695-2715

The growing emphasis of considering the behavior of structures at extreme performance states, such as collapse, has necessitated the characterization of the effects of varying attributes of the structural model. One source of variability that has not previously been considered is variability in the mathematical model. This study investigated the effects of changing the geometric nonlinearity approach and damping model on a four‐story buckling restrained braced frame, a four‐story steel moment resisting frame, and an eight‐story steel moment resisting frame. The variations in behavior are quantified using the maximum interstory drift ratio as the performance metric and qualified by comparing the relative displaced shapes and component response histories at the collapse performance state. Copyright © 2015 John Wiley & Sons, Ltd.  相似文献   

基于IDA的高墩大跨桥梁地震易损性分析   总被引：2，自引：0，他引：2  

吴文朋  李立峰  王连华  黄佳梅 《地震工程与工程振动》2012,32(3):117-123

针对目前我国桥梁抗震设计规范仅适用于墩高40m以下规则桥梁的现状,以一常见山区高墩大跨连续刚构桥为研究对象,采用IDA方法分析了桥梁结构在15条地震动下的动态响应,得到桥墩各截面在所有地震动作用下的曲率包络图。以高墩最不利截面的材料损伤应变所对应的截面曲率为损伤指标,结合能力需求比对数回归分析,计算了高墩在不同损伤状态下的破坏概率,建立了墩柱易损性曲线,同时还建立了梁端支座的易损性曲线。基于联合失效概率分析方法,形成了桥梁系统易损性曲线。分析结果表明:薄壁空心墩连续刚构桥在强地震作用下高墩发生破坏的部位主要集中在墩顶和墩底区域;墩柱发生完全破坏的概率极小,但桥台处梁端活动支座的地震损伤概率较高;桥梁系统损伤概率能够更加准确地反映高墩大跨桥梁的真实抗震性能。  相似文献