典型矿业城市建筑物抗震安全性能调查与分析——以铜陵市为例     

谢瑞杰  管斌  樊冬  徐强  洪阳  汪树理 《华北地震科学》2020,38(1):78-84

针对矿业城市长期矿产资源的开发,产生的一系列矿山地质环境问题,严重影响城市建筑物抗震性能的情况。以铜陵市为例,通过对铜陵市建筑物抗震性能开展全面普查,掌握建筑物抗震基本情况,研究了矿业城市滑坡、崩塌、泥石流、采空塌陷、岩溶塌陷等典型地质灾害对建筑物抗震性能的具体影响,提出加大棚户区改造、开展土地利用防灾适宜性评价、建立地质灾害监控体系等对策建议,对提高矿业城市抗震设防工作有实际意义。  相似文献   

地震台阵监测能力综述     

郝春月  郑重 《地震地磁观测与研究》2020,41(6):3-14

根据各大网站地震目录和前人研究成果，分析全球地震台网与地震台阵、我国区域台网与地震台阵的监测能力，阐述了地震台阵与密集台网/台阵的区别。研究表明，对同一地区所检测的地震数，地震台阵是地震台网的3-10倍，而震级下限可降低1.2-2级。一般情况下，以微弱信号检测为目的的地震台阵监测能力均优于以结构研究为目的的密集台网/台阵，2种台阵是目的、性质、孔径、形状、台间距、技术手段、研究方法均不同的监测系统。  相似文献   

长河坝—黄金坪水库区域地震台网监测能力分析     

杜瑶  吴彤  冯薪  丁勇  赵昱  郑昭  王宇玺  王余伟 《地震地磁观测与研究》2020,41(5):25-32

位于四川省甘孜藏族自治州康定市内大渡河干流的长河坝-黄金坪水电站，为大渡河流域开发中，以长河坝、大岗山、瀑布沟等形成主要梯级格局开发方案中，"三库22级"水电站中的第10和11级电站，其地震监测台网也采用梯级设计方式，长河坝-黄金坪上下游水库地震监测台网统一设计、建设及监测，共享同一地震监测能力。通过对监测设备的技术指标、台基地噪声水平和震级-频度对数关系的分析，结果表明，长河坝-黄金坪水库区域地震固定台站建成后，地震监测能力达到并优于设计的理论监测能力，地震监测震级达到下限为M_L 0.5的设计要求。  相似文献   

城市居民日常身体活动时空分异特征及影响因素   总被引：2，自引：2，他引：0  

姜玉培  甄峰  赵梦妮  曹晨 《地理科学》2019,39(9):1496-1506

依托南京主城区居民日常身体活动调查数据,基于身体活动时空维度,挖掘城市居民日常身体活动时空分异特征,并采用混合效应模型探究身体活动分异的影响因素。研究表明：① 居民日常身体活动时空异质特征明显。工作日/非工作日不同类型身体活动时间安排及个体间差异均显著;工作性、交通性、家务性身体活动空间制约明显,而休闲性身体活动空间分布更具弹性;与工作日相比,非工作日不同类型身体活动空间范围变化收敛与扩散特征并存。② 活动空间范围、个人社会经济属性、自身健康状况对居民日常身体活动分异均具有显著影响。具体而言,居民日常活动空间范围决定身体活动的空间适应与选择;社会分工差异导致不同性别、年龄人群身体活动具有指向性;身体活动时间出现与个人社会经济实力倒置现象;而良好健康状态会激励居民日常身体活动的保持。  相似文献   

太行山南端浅层速度结构成像和隐伏断裂探测   总被引：1，自引：0，他引：1  

徐增波  刘保金  姬计法  鄷少英  袁洪克  谭雅丽  王宏伟 《大地测量与地球动力学》2019,39(1):88-92

利用太行山南端的深地震反射剖面数据，运用初至波层析成像方法反演得到该区域的浅层P波速度结构和基底面展布形态，发现剖面浅部的P波速度变化与沉积盖层厚度和断裂分布有着较好的对应关系。利用跨断裂完成的浅层地震反射剖面，对区域内2条第四纪隐伏活动断裂进行高分辨率成像。结果表明，汤西断裂为东倾的正断层，控制汤阴地堑的西边界，活动年代为中更新世；汤东断裂为西倾的正断层，是汤阴地堑的主控边界断裂，活动年代为晚更新世。  相似文献   

Isolation, distribution and evaluation of cytotoxic and antioxidant activity of cultivable actinobacteria from the Oman Sea sediments     

Gozari Mohsen  Bahador Nim  Jassbi Amir Rez  Mortazavi Mohammad Seddiq  Hamzehei Sam  Eftekhar Ebrahim 《海洋学报(英文版)》2019,38(12):84-90

Screening bioactive natural products from bacteria is a determinative step in the drug discovery programs. The present study aim to isolate actinobacteria from the Oman Sea sediments for determining the effects of different culture media and treatments on the yield of the isolation process, and measure the DPPH radical scavenging and Artemia cytotoxic activity of culture extracts of the actinobacterial isolates. A total of 290 actinobacterial isolates were collected from 14 sediment samples. Heat treatment(40.68%) and M_4 medium(29.31%) exhibited the maximum isolation rates of actinobacteria. Streptomyces isolates were dominantly distributed in all of the investigated stations according to 16 S rRNA gene sequencing. The distribution pattern of Streptomyces followed a depth-dependent frequency trend, whereas the members of rare genera including Micromonospora, Nocardia Actinoplanes, Nocardiopsis, Saccharopolyspora and Crossiella were distributed in deeper stations. Approximately,25% of the examined isolates could scavenge 90% of 10~(–4) mol/L DPPH solutions at 1 250 μg/mL final concentration of their ethyl acetate culture extracts. Furthermore, the most potent extracts could scavenge DPPH radicals with IC50 ranges from 356.8 to 566.4 μg/mL. Brine shrimp cytotoxicity tests showed that 38.88% of the examined culture extracts exhibited LC_(50) lower than 1 000 μg/mL against the Artemia cells. Moreover, the most potent culture extracts exhibited LC_(50) range from 335.4 to 534.4 μg/mL. Phylogenetic analysis by 16 S rRNA gene sequence revealed that the OS 005, OS 263 and OS 157 closely related to Streptomyces djakartensis, Streptomyces olivaceus and Nocardiopsis dassonvillei respectively. These results suggested the widespread distribution of the antioxidant and cytotoxic producing actinobacteria in the Oman Sea sediments, which could be considered as promising candidates for the discovery of microbial bioactive compounds.  相似文献   

两郧断裂郧县盆地段地质与地球物理特征研究     

林松  李媛  王薇  廖武林  乔岳强 《大地测量与地球动力学》2019,39(2):148-152

通过野外地质调查，结合地球物理探测手段，研究两郧断裂郧县盆地段地质与地球物理特征；参照两郧断裂带多个位置采集断层物质的SEM、TL测试成果，并结合本次对断层上断点沉积物OSL测年数据，对两郧断裂该段第四纪活动性进行分析。研究结果表明，两郧断裂在郧县盆地段埋深相对较深；断裂特征主要为逆断层，部分分支断裂显示为正断性质；断裂带最新活动时代为中更新世晚期-晚更新世早期。  相似文献   

Numerical homogenization-based seismic assessment of an English-bond masonry prototype: Structural level application     

Luís C. Silva  Paulo B. Lourenço  Gabriele Milani 《地震工程与结构动力学》2020,49(9):841-862

A multiscale strategy is evaluated at a structural level for the analysis of unreinforced masonry structures. The mechanical characterization of the masonry is deduced from homogenization-based micro-scale finite element (FE) models. The derived data are here employed at a structural level via a discrete FE model. The discrete FE model is composed of quadrilateral rigid plates interconnected through vertical and horizontal interfaces. On the interfaces, between adjoining discrete elements, a model that accounts for the in- and out-of-plane behavior of masonry, with damage and plasticity, is adopted. Such interfaces represent the material pre- and post-peak regimes, its orthotropy, and, depending on the micro-model assumed, account by three-dimensional shear effects that are especially important for multi-leaf walls and complex regular textures. The discrete model has been implemented in an advanced structural analysis software where powerful built-in features as the arc-length method, line-search algorithm, and implicit or explicit solver schemes are available. The multi-scale model is applied for the dynamic study of a small English-bond masonry house prototype subjected to a series of consecutive earthquake records. Detailed comparisons between the experimental and numerical data are presented, including the results obtained through a continuous total strain rotating crack model. Quasi-static and dynamic analyses are conducted. Results demonstrate that when enough experimental information is available on the masonry components under tension, shear, and compression regimes, the approach predicts well the seismic structural response in terms of time-history displacements, seismic capacity, and damage patterns. The required computational cost (CPU time) is very attractive.  相似文献   

地震作用下纤维编织网增强钢筋混凝土柱的抗震性能分析          下载免费PDF全文

张童  雷真  朱争光  吴亚玲 《地震工程学报》2020,42(1):57-62,72

为了解地震作用下纤维编织网增强钢筋混凝土柱的抗震性能,采用钢筋、混凝土、纤维编织网浇筑纤维编织网增强钢筋混凝土柱,编织网主材为碳、玻璃纤维束;利用电液伺服加载系统为试件加载地震作用,监测相关数据,部分试件置入氯化钠溶液进行多次干湿循环。不同环境下的实验结果显示:纤维编织网层数越多,纤维编织网增强钢筋混凝土柱承载能力越强,抗震性能越好;配箍间距较大时,纤维编织网增强钢筋混凝土柱的抗震性能仅在地震作用的后期呈现较差状态;干湿循环次数越多,纤维编织网增强钢筋混凝土柱承载力越弱,抗震性能越差。对于氯盐环境而言,可增加纤维编织网增强钢筋混凝土柱的抗腐蚀措施改善抗震性能。适当增加纤维编织网的数量、降低配箍间距有利于提升纤维编织网增强钢筋混凝土柱的抗震性能。  相似文献   

2016年新疆呼图壁6.2级地震前b值异常特征研究   总被引：1，自引：0，他引：1       下载免费PDF全文

刘子璇  冯建刚  王维桐 《地震工程学报》2020,42(1):150-156

利用2009年以来中国地震台网中心地震编目资料,以2016年新疆呼图壁6.2级地震作为研究对象,采用最大似然法进行b值空间扫描计算,获取震前震中及其邻区地震b值的空间图像。研究结果显示,2016年呼图壁6.2级地震发生在震前显著低b值区域,该异常特征可能反映了地震孕育的应力积累过程,印证了b值的物理意义。  相似文献