内嵌式法兰连接预制拼装双柱墩参数分析     

胡一鹏  黄遵义  曾玉昆  韩强  许坤 《震灾防御技术》2021,16(3):554-565

本文基于实际工程对内嵌式法兰连接预制拼装双柱墩参数进行了分析,将法兰设置在塑性铰区以外,设计1∶3缩尺模型,通过分析不同法兰强度等级、混凝土强度等级、轴压比和配筋率的内嵌式法兰连接预制拼装双柱墩模型,得到不同情况下推覆曲线和损伤破坏状态,分析各参数的影响。研究结果表明,法兰强度等级对结构的影响较小,配筋率对结构承载力和延性的影响较大,结构最终失效主要表现在塑性铰区域,法兰存在一定程度的翘起。  相似文献   

离心模型试验中微型土压力盒土压力测定   总被引：1，自引：0，他引：1  

梁波  厉彦君  凌学鹏  赵宁雨  张青松 《岩土力学》2019,40(2):818-826

土压力作为离心模型试验中重要的测试参数,受土压力盒的性能、离心机数据采集系统稳定性及外部环境等诸多因素的影响,准确地测量土压力较为困难。土压力盒作为土压力测试元件,其性能对土压力测量准确性有直接影响。为获得较为准确的土压力测试数据,结合离心机数据采集系统,选择两种常见的电阻应变式土压力盒。通过标定试验得出两种土压力盒砂标系数均小于出厂标定系数,Ⅰ型偏小64.75%,Ⅱ型偏小18.77%,Ⅱ型土压力盒与出厂数据的重合度比Ⅰ型好;在研究墙高10～30 m类扶壁式挡墙侧向土压力分布的离心模型试验中,与Ⅱ型土压力盒相比,Ⅰ型存在按出厂系数测得数据失真、灵敏度低和稳定性差的缺点。标定试验和离心试验结果表明,接入自行组建的数据采集系统的Ⅱ型土压力盒比接入静态应变数据采集系统的Ⅰ型土压力盒性能更佳。  相似文献   

Key Groundwater Control Factors of Deep Buried Coalfield by Landform and Sedimentation in the Northern Ordos Basin     

Jian Yang  Ji Liu  Hao Huang  Xiangyang Liang 《地球科学进展》2019,34(5):523-530

There were three landforms (i.e. desert, bedrock platform and loess gully) in deep-buried coalfield of northern Ordos Basin. Water inflow of working face in desert area was 1~2 orders of magnitude larger than that in other landform areas. In order to find out the key controlling factors of the directly water filled aquifers on the roof of the coal seam, we carried out research from the aspects of topography, landform and geological sedimentation. The results showed that desert landform provides abundant recharge water for underlying aquifers because of gentle topography, large precipitation infiltration coefficient, thick and water-rich quaternary system. While bedrock platform and loess gully landform were the water sources with weak recharge capacity of underlying aquifers. The sandstone-mudstone interbedding structure formed by continental deposits resulted in the absence of regional stable aquifers in Jurassic and Cretaceous strata on the roof of coal seams. Pumping tests of boreholes showed that all strata belong to weak to medium water-rich aquifers. The groundwater level of Cretaceous aquifer decreased by 20~130 m in three mines. There was a close hydraulic relationship between shallow and deep aquifers. The Mesozoic strata belonged to fluvial deposits. Qilizhen sandstone and Zhenwudong sandstone aquifers were mainly developed on the roof of the coal seam, which were characterized by thick medium-coarse sandstone sections. The geological and sedimentary conditions of direct water-filled aquifer were similar, but the amount of borehole water, cumulative pre-drainage water and water inflow from goaf in desert geomorphic area were much larger than those in bedrock platform and loess gully geomorphic area. The water-rich of the aquifer was mainly controlled by geomorphology, and the water sources of the deep aquifers were meteoric precipitation and Quaternary aquifer. In different mines with similar Quaternary conditions in Mu Us Desert, there were also great differences in the amount of borehole water, cumulative pre-drainage water and water inflow from goafs. The difference was related to the thickness and lithology of the aquifers. It reflected that the geological sedimentary conditions of the coal seam roof were also important factors to control the water-rich of the aquifers. Topography, landform and geological sedimentation were the key factors to control the water-rich of the aquifer directly and the water inflow from the working face.  相似文献   

Experimental investigation of tsunami bore impact pressure on a perforated seawall     

《Applied Ocean Research》2019

Catastrophic failures of many tsunami barriers along the affected coasts during the 2011 Tohoku earthquake tsunami has prompted extensive investigation into improving and revising design codes for tsunami defence structures. To date, researchers and coastal engineers are investigating to understand the failure mechanisms and to find solutions so that the structures merely remain intact in the extreme event such as tsunami. Thus, the present work is motivated to experimentally study tsunami-induced bore pressures exerted on vertical seawalls; a solid vertical wall and a porous vertical seawall that consisted of a perforated front wall and a solid rear wall. Bores with various heights and velocities were generated by using the dam-break method. A porous seawall with 20% porosity of perforated front wall was used in this study. Bore pressures exerted on the solid rear wall and chamber oscillations that occurred in the experiments were also discussed. The experimental results showed that multiple peak pressures were observed during bore run-up phase in the time series of bore impacts. A predictive equation to estimate the maximum bore pressure on a perforated seawall was developed using multiple regression analysis. The proposed equation was also compared with previous empirical formulas.  相似文献   

城市中心体系研究的理论基础与分析框架     

晏龙旭  王德  张尚武 《地理科学进展》2020,39(9):1576-1586

“经济—空间”视角下城市中心体系的理论与实证研究之间缺少相互衔接的分析框架。论文通过对经典理论的系统归纳与演绎,建立整体视角下理解城市中心体系形成与发展的理论框架,将城市中心体系的发展规律概括为空间竞争和空间联系2个机制,体现在本地服务功能和非本地功能的空间组织过程,分别形成等级网状结构和专业化点状结构,并相互融合形成“半网格”的城市中心体系,扮演着本地与宏观区域结构之间的“转换发动机”。最后探讨了对实证研究的若干启示,提出城市中心的定义和识别方法应注意与理论研究相互衔接;认为城市中心的本地/非本地功能特征及相应的发展机制亟待实证;认为中心及其空间影响的调控潜力是制定规划政策的前提。  相似文献   

脚靴式海上升压站灌浆连接段强度分析研究   总被引：1，自引：1，他引：0  

王永发  孙震洲  汤群益  陈杰峰 《海洋工程》2020,38(5):107-115

与国内已建成的海上升压站相比，脚靴式海上升压站导管架对桩和套筒间的灌浆连接强度要求更高，完全套用单桩风电结构的分析方法会使结构设计不准确。由于桩和套筒之间设置有剪力键，当特殊情况时还需增加灌浆连接增强钢筋，在地震及撞船作用下容易导致灌浆接触界面分离等破坏，当前尚未有针对此类情况系统的灌浆连接强度校核方法。以某脚靴式海上升压站为例，分析其在在位、撞船、地震、疲劳等多个主控工况下灌浆连接、剪力键及增强钢筋的强度及稳定性，结果表明该海上升压站灌浆连接段满足设计要求，并研究了各参数对灌浆连接段强度的敏感程度，为今后脚靴式海上升压站各主控工况下的灌浆连接段强度分析、优化设计提供参考与借鉴。  相似文献   

锁块式水下采油树井口连接器性能分析     

程子云  李文博  张玉  段梦兰 《海洋工程》2019,37(2):40-49

水下采油树井口连接器是连接采油树和井口的关键设备,对深海水下勘探开发及采油树的安装连接具有不可或缺的重要意义。以一种锁块式水下连接器为例,介绍其结构组成和工作原理,通过有限元建立连接器的三维模型,分析连接器在下放安装工况、连接锁紧工况、正常生产工况和钻完井工况下的连接性能,得出井口与采油树本体接触面作用力、VX钢圈接触应力和锁块受力情况随外部载荷的相互关系。结果表明,VX钢圈在整个过程中都能够保持良好密封,井口与采油树本体接触面未发生分离,弯矩对连接器连接性能影响很大,在额定弯矩作用时连接器部分锁块已发生弹塑性失效。  相似文献   

长三角地区城市投资联系水平的时空动态及影响因素   总被引：2，自引：2，他引：0  

高鹏  何丹  宁越敏  韩明珑 《地理研究》2021,40(10):2760-2799

基于2003—2018年企业股权关联投资数据,融合社会网络分析、马尔可夫链分析和空间计量方法,从全球、全国和区域尺度探析长三角地区城市投资联系水平的时空动态特征及影响因素。研究发现：① 长三角地区各尺度的城际投资规模大幅提升,与关境外地区、关境内地区和长三角区域内的投资联系分别呈现服务业驱动型、制造业驱动型和行业均衡型特征。② 各尺度城市投资网络呈现区域指向性和多中心演化特征,上海、杭州、南京等在长三角地区逐渐发挥对外辐合全球和全国投资、对长三角地区内部辐射区域的作用。③ 与关境外、关境内和区域内的城市投资联系水平空间分布不均,以沪宁合杭甬发展廊道为支撑的空间结构逐渐凸显,并分别呈现低水平区集中连片分布、改善空间先沿海后内陆扩张、中低水平区广域化扩张的突出特征。④ 城市投资联系水平整体呈现向邻近较高水平方向转移态势,很难实现跨越式转移,存在显著的俱乐部趋同效应和马太效应。随着空间尺度的扩大,向较高水平方向转移的难度随之增大,俱乐部趋同效应和马太效应也随之增强。地理空间格局在各尺度的城市投资联系水平状态转移中发挥着重要作用,发展水平较高和较低的城市对周边城市分别产生正向和负向的空间溢出效应。⑤ 产业基础、劳动力成本、城市行政级别对各尺度的城市投资联系水平均有显著影响,创新能力对各尺度的城市投资联系水平均未产生显著影响,时间距离对全球和全国尺度的城市投资联系水平影响显著,经济全球化仅对全球尺度的城市投资联系水平产生显著影响。  相似文献   

基于银行网点布局的河南省金融网络格局及结构特征     

刘丙章  彭宝玉  高建华 《地域研究与开发》2017,36(1)

以河南省126个县域(市区)为研究单元,运用2014年银行业的12 369个网点数据,借鉴连锁型网络模型,运用复杂网络分析工具和空间分析软件对河南省金融网络进行综合测度与结构分析。研究发现:1从金融连接度看,郑州是河南省的金融核心,洛阳是次金融核心;2金融核心具有较高的金融联系度和较强的对外金融联系,同时银行网点在空间上的布局并不完全遵循传统地理空间的行政等级制度;3在实体基础设施网络和银行网点虚拟网络共同作用下,河南省金融网络表现出了等级化和网络化的双重特征;4金融网络中,郑州—洛阳的金融连接度最高,金融连接度存在着一定程度的极化现象,并在空间上呈现出"一体两翼"的格局,且豫北的金融聚集现象较豫南明显;5河南省金融网络拓扑结构图具有较大的集聚系数和较小的平均最短路径,同时度分布在对数坐标中呈现幂律分布,说明整个网络同时具有复杂网络中的小世界网络和无标度网络结构特征。  相似文献   

车辆监控的信息管理系统设计及其关键技术分析     

黄光玉  沈占锋  骆剑承  盛昊 《测绘科学》2007,32(1):100-102

本文针对大量车辆的位置定位及其信息管理等主要内容进行了研究,给出了具有广泛扩展性的车辆监控管理信息系统的设计,并对其关键技术进行了探讨,最后给出了基于GPS与GPRS的系统实例测试分析。  相似文献