Comparison of Microbiomes and Resistomes in Two Karst Groundwater Sites in Chongqing,China     

Yuan Zhang  Yuanzhu Zhang  Zhongmei Kuang  Junqi Xu  Chunyan Li  Yong Li  Yongjun Jiang  Jianping Xie 《Ground water》2019,57(5):807-818

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河北省西南部逐时降水气候特征分析及雨量产品色标修订   总被引：2，自引：1，他引：1  

王丽荣  高霞  匡顺四  田秀霞  王立荣 《气象科技》2008,36(5):570-574

利用河北省中南部1999～2005年95个气象站4～10月自记雨量资料,初步分析了逐时降水的统计学特征量,得到了逐时降水的空间分布特征和统计学基本规律:河北省中南部逐时降水具有明显的地理和季节分布特征,强度一般在早晨或傍晚最大,上午最弱.根据逐时降水量级分布情况,调整雷达雨量产品色标设置:小值区间间隔小,大值区间间隔大,突出显示小值降水的层次,跟踪降水中心发生、发展及移动,对降水精细化预报有一定的指导意义.  相似文献   

东秦岭丹凤群火山岩系及其包体地球化学研究   总被引：2，自引：0，他引：2  

匡少平  张本仁 《现代地质》1993,7(4):444-457

本文对东秦岭褶皱带中古生界丹凤群火山岩系及其包体进行了研究。从火山岩浆演化角度,指出丹凤群不是一套蛇绿混杂岩体,其主体火山岩为岛弧地幔在洋壳俯冲诱导下重熔形成A类岩浆演变所形成,并含有少量的洋壳物质在俯冲带中发生熔融形成B类岩浆的衍生产物。岛弧的地壳结构控制着两类岩浆的演化,它是造成丹凤群火山岩岩石系列、岩石组合、元素地球化学分布及分异在空间上差异的原因。  相似文献   

Assessing the effect of bi-directional loading on nonlinear static and dynamic behaviour of masonry-infilled frames with openings     

Terry Y. P. Yuen  J. S. Kuang  B. S. M. Ali 《Bulletin of Earthquake Engineering》2016,14(6):1721-1755

In assessing the structural performance of infilled frames, in particular those with irregular and discontinuous infill panels, under bi-directional seismic excitation, the interaction effect of in-plane and out-of-plane lateral loads should be properly considered. This paper presents an investigation into the effect of bi-directional horizontal loading on the nonlinear static and dynamic behaviour of masonry-infilled reinforced concrete frames with openings in association with discrete-finite element modelling techniques. Out-of-plane loading and openings can significantly soften the bracing action provided by infill walls to the bounding frame. Under static load, the lateral strength of the infilled frames can reduce by 20–50 % when the applied out-of-plane load increase from 0.5 times to 2.0 times the unit weight of infills. The out-of-plane effects are intensified in dynamic loading cases. It is found that the peak base shears of the fully infilled frame under the bi-directional excitations are lower by 24.7 % under the Superstition Hill earthquake (PGA = 0.45 g) and 54.1 % under the Chi–Chi earthquake (PGA = 0.82 g) as compared with the uni-directional load cases. The displacement demands are also greater under bi-directional dynamic loading. For 2/3 height infilled frame, the displacement demands are significantly increased by 99.7 % under Kobe (PGA = 0.65 g) and 111.0 % under Chi–Chi earthquake (PGA = 0.82 g) respectively. For the fully infilled frame, the displacement demands are 84.1 % higher under Kobe and 53.1 % higher under Chi–Chi. Due to the incapability of developing continuous arching action, the infill panels with openings are particularly vulnerable to out-of-plane action and that often leads to progressive collapse of infill components. The worst scenario is that total collapse of infill panels takes place at the first storey, creating a soft-storey that jeopardise the overall structural stability.  相似文献   

Precast concrete wall with end columns (PreWEC) for earthquake resistant design          下载免费PDF全文

Sri Sritharan  Sriram Aaleti  Richard Stuart Henry  Kuang‐Yen Liu  Keh‐Chyuan Tsai 《地震工程与结构动力学》2015,44(12):2075-2092

An innovative seismic resisting system consisting of a Pre cast W all with E nd C olumns (or PreWEC) has been developed, and its performance has been verified using large‐scale cyclic testing. The wall and end columns in the PreWEC system are anchored individually to a foundation using unbonded post‐tensioning. A newly designed, low‐cost mild steel connector is used to connect the wall and end columns horizontally along the vertical joint. The connectors are easily replaceable and provide additional hysteretic energy dissipation to the system. The PreWEC system can be economically designed to have a lateral load carrying capacity similar to that of a comparable reinforced concrete wall, while minimizing damage and providing self‐centering capability. In addition to confirming these benefits, the large‐scale test demonstrated that the PreWEC system: (i) would provide superior seismic performance compared to other currently available structural wall systems especially for the precast industry; and (ii) meets all the mandatory acceptance criteria established by the American Concrete Institute (ACI) for special unbonded post‐tensioned precast structural walls and building frame special reinforced concrete shear wall systems, as defined in the American Concrete Society of Civil Engineers (ASCE) 7‐05. Copyright © 2015 John Wiley & Sons, Ltd.  相似文献   

羌塘天然气水合物地震干扰波特征分析及去噪方法     

周海娟  匡朝阳  陈耀 《江苏地质》2020,44(3):288-294

基于西藏羌塘盆地天然气水合物原始资料,对地震干扰波类型进行分析,从不同道集域、频率、速度、能量等方面分析干扰波的特征,针对强能量干扰、面波、次生干扰波及随机噪声在单炮记录上的特点,经反复测试,总结出压制各种干扰波的合适方法及相应去噪模块相组合方式,在实际处理中取得了明显效果。叠前去噪需要把握好尺度,尽可能地保护有效信息不受损失;压制干扰波需遵循循序渐进的方式,分步处理,先强后弱,先线性后随机,形成一套去噪流程,并联合使用多种技术方法。实践证明,上述方法对羌塘盆地的干扰波压制十分有效。  相似文献   

应用近红外光谱法研究泻湖湿地沉积物重金属活动态特征及生态风险评价     

尚文郁  谢曼曼  王淑贤  孙青  岑况 《岩矿测试》2020,39(4):597-608

沉积物中的重金属元素经自然作用下可以活动态进行迁移,具有潜在生物可利用性及潜在的区域生态风险。利用近红外光谱(NIRS)技术开展不同基体类型样品响应机理研究,可为评估重金属活动态提供无损、快速的分析方法,为生态风险研究提供依据。天津七里海泻湖湿地沉积物具有低有机质-高黏土含量的特征,本文基于近红外光谱分析技术,建立了沉积物中Co、Ni、Cu、Zn、Cd、Pb重金属活动态组分含量近红外光谱-偏最小二乘回归预测模型。实验结果表明:样品在7290～6390cm~(-1)和4683～4000cm~(-1)波段存在的双羟基O—H伸缩振动、AlAl—OH及Al(Mg)—OH弯曲振动特征吸收,间接指示了重金属元素活动态含量。光谱预测结果显示,近百年来七里海沉积物中Co、Ni、Cu、Zn、Cd、Pb活动态组分的变化特征对应了当地1934—1948年、1956—1963年、1976年至今三次较明显的升温过程,也对应了1980年七里海水库建设等大型人为扰动。本研究样品中Co、Ni、Cu、Zn、Cd、Pb总量及活动态均低于国家标准中规定的生态风险阈值,七里海内村镇及周边农田来自湿地释放的重金属生态风险极低。  相似文献   

Shake table tests on RC frame infilled by slitted masonry panels     

Terry Y. P. Yuen  Han-hui Zhang  J. S. Kuang  Qunxian Huang 《Bulletin of Earthquake Engineering》2018,16(9):4027-4052

Unreinforced masonry infill walls are widely used as non-structural partitions in RC frames. The effects of infills on the structural responses are often ignored in the design process since they are generally considered as expendable elements. However, recent studies have shown that not only shear damage can be inflicted to the columns braced by the infill walls, but also that the structural stability can be jeopardised by the fall-off of the infills. This paper presents the development of new detailing methods for the infill walls, which features slit panels, isolation gaps between the infills and columns, and anchorage of the infills. The proposed detailing methods were tested and verified experimentally using shake-table tests on five 1/3-scale infilled RC frame specimens with different combinations of the features stated above. The design and construction of the shake-table test specimens have taken into account the similitude requirements. The test results indicate that the proposed detailing method effectively reduced the undesirable interaction between column and infill walls. And the use of proper anchorage could prevent the fall off of infills from the bounding frame. Furthermore, the specimens with slit infill walls displayed better seismic performances, which could be attributed to the rocking behaviour of the sub-panels with increased aspect ratios.  相似文献   

运用改进的地震定位交切法重定位2001—2010年云南地震     

周建超  赵爱华  何正勤 《地震地磁观测与研究》2017,38(6):30-33

传统地震定位方法利用震源轨迹确定震源位置,但基于均匀或横向均匀介质模型必然导致定位误差。为此对传统方法进行改进,发展适用于三维复杂地壳速度模型的地震定位交切法。利用最小走时树射线追踪技术,以离散方式准确计算三维复杂地壳速度模型中的震源轨迹,将震源定位于震源轨迹交汇的密集点。将该方法应用于云南地区地震重定位,得到较高定位精度。  相似文献   

Low‐seismic damage strategies for infilled RC frames: shake‐table tests          下载免费PDF全文

Hanhui Zhang  J.S. Kuang  Terry Y.P. Yuen 《地震工程与结构动力学》2017,46(14):2419-2438

Unreinforced masonry (URM) infill panels are widely used as partitions in RC frames and typically considered as non‐structural elements in the design process. However, observations from recent major earthquakes have shown that under seismic excitation, the structural interaction between columns and infill walls can significantly alter the structural behaviour, thus causing catastrophic consequences. The purpose of this research was to propose and test an innovative low seismic damage detailing method, which isolates the infill panel from bounding columns with finite width vertical gaps during the infill panel construction phase and deploys steel wire connections in mortar layers anchored to columns. Taking into account the similitude requirements, a total of six one‐third scale, single‐storey single‐bay RC frames with different infill configurations and flexible connection details were carefully designed and tested on a shake‐table. Three real earthquake records were selected and scaled to ascending intensity levels and used as input signals. A series of thorough investigations including dynamic characteristics, hysteretic behaviour, failure mechanisms, out‐of‐plane vulnerabilities and the effect of different gap filling materials and load transfer mechanisms were rigorously studied. The experimental results indicate that the undesirable interaction between infill panels and bounding frame is significantly reduced using the proposed low seismic damage detailing concept. Direct shear failure of columns at an early stage is prevented, and structural redundancy at high levels of excitation can be provided. In general, the structural stability and integrity, and displacement ductility of infilled RC frames can remarkably be improved. Copyright © 2017 John Wiley & Sons, Ltd.  相似文献