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1.
Astronomy Letters - The emission from the Crab nebula exhibits a significant gamma-ray variability. In this paper we have analyzed this variability in terms of periodicity. Using the pulsar... 相似文献
2.
Astrophysics - We study the modulation of galactic cosmic rays due to magnetic clouds observed during solar cycles 23 and 24 (1996-2018). We utilize solar wind plasma and field data together with... 相似文献
3.
Motovilov Yu. G. Golosov S. D. Datsenko Yu. S. Zverev I. S. Puklakov V. V. Fashchevskaya T. B. 《Water Resources》2020,47(5):751-762
Water Resources - An Information–Modeling Complex has been developed for the information support of managerial decision making in the field of rational use, protection, and restoration of... 相似文献
4.
Miguel B. Brito Mitsuyoshi Akiyama Yoshitaka Ichikawa Hiroki Yamaguchi Riki Honda Naomitsu Ishigaki 《地震工程与结构动力学》2020,49(8):817-837
A novel low-cost friction sliding system for bidirectional excitation is developed to improve the seismic performance of reinforced concrete (RC) bridge piers. The sliding system is a spherical prototype developed by combining a central flat surface with an inclined spherical segment, characterized by stable oscillation and a large reduction in response accelerations on the flat surface. The inclined part provides a restoring force that limits the residual displacements of the system. Conventional steel and concrete are employed to construct a flat-inclined spherical surface atop an RC pier. The seismic forces are dissipated through the frictions generated during the sliding movements; hence, the seismic resilience of bridges can be ensured with a low-cost design solution. The proposed system is fabricated utilizing a mold created by a three-dimensional printer, which facilitates the use of conventional concrete to construct spherical shapes. The concrete surface is lubricated with a resin material to prevent abrasion from multiple input ground motions. To demonstrate the effectiveness of the system, bidirectional shaking table tests are conducted in the longitudinal and transverse directions of a scaled bridge model. The effect of the inclination angle and the flat surface size is investigated. The results demonstrate a large decrease in response acceleration when the system exhibits circular sliding displacement. Furthermore, the inclination angle that generates the smallest residual displacement is identified experimentally. 相似文献
5.
Geomagnetism and Aeronomy - Based on data from long-term observations at two geophysical observatories, Borok and College, distantly spaced in latitude and longitude, the results of remote... 相似文献
6.
环渤海地区海洋经济增长质量空间溢出效应研究 总被引:4,自引:2,他引:2
海洋经济向质量效益型转变是建设海洋强国的新要求。通过构建海洋经济?地理距离空间权重矩阵对2000—2014年环渤海地区17个沿海地级市海洋经济增长质量主体的空间交互作用及空间效应进行研究;借助空间计量模型对海洋经济增长质量空间效应影响因素进行甄别。研究表明:① 环渤海地区海洋经济增长质量主体呈显著空间相关性,存在空间交互作用;② 海洋经济增长质量存在空间溢出的正反馈效应。影响因素中对环渤海地区海洋经济增长质量的直接贡献强度排序为:海洋环境>海洋产业>海洋人才>海洋资本>海洋科技,对其他地区溢出效应影响的排序为:海洋基建>海洋人才>海洋资本。研究为环渤海地区海洋政策制定提供一定参考依据。 相似文献
7.
以云南省红河州元阳县哈尼梯田核心区域2个典型的旅游村寨(大鱼塘村和普高老寨)为例,对两村寨利益相关者从网络凝聚性、网络互惠性、网络核心边缘、网络传递性、网络经纪人等5个方面展开关系数据分析,结果显示:1)大鱼塘村压力集团内部、压力集团与社区、企业与政府之间的利益关联性和联系的紧密性不足;2)两村当地政府和压力集团与社区之间的互惠性低于整体平均互惠性;3)两村利益网络中边缘结构较核心结构更加明显,这导致了利益关系的不平衡;4)两村当地政府利益集团传递性相对较低,当地社区传递性最高;5)两村中利益集团间缺少部分协调人、守门人、代理人、联络人等角色。最后提出相应建议:1)提升哈尼梯田利益关系由弱利益关系转变为强利益关系,改变利益集团间核心边缘利益关系格局;2)进一步加强各利益集团内部及之间的关联性;3)加强以企业和政府机构为顶点的组间利益传递,让利益流动逐步打破哈尼梯田利益集团之间的核心边缘关系结构;4)重点加强社区在利益关系网络中的参与机会与权力,对社区进行增权;5)利益集团内部要重点培育协调人和顾问角色,利益集团之间要重点培育企业与政府、社区、压力集团之间的守门人、代理人和联络人角色,以及社区与政府和企业之间的守门人、代理人角色。 相似文献
8.
Xiang Jie Xiao Keyan Carranza Emmanuel John M. Chen Jianping Li Shi 《Natural Resources Research》2020,29(1):395-414
Natural Resources Research - In the past few decades, a variety of data-driven predictive modeling techniques has led to a dramatic advancement in mineral prospectivity mapping (MPM). The random... 相似文献
9.
Yu Zhi Shi Xiuzhi Zhou Jian Chen Xin Miao Xiaohu Teng Bing Ipangelwa Timo 《Natural Resources Research》2020,29(2):843-865
Natural Resources Research - A large ore loss and dilution can be expected when using a pre-blast ore boundary for shovel guidance because of the movement and re-distribution of ore in the muck... 相似文献
10.
Structure-specific selection of earthquake ground motions for the reliable design and assessment of structures 总被引:1,自引:1,他引:0
A decision support process is presented to accommodate selecting and scaling of earthquake motions as required for the time domain analysis of structures. Code-compatible suites of seismic motions are provided being, at the same time, prequalified through a multi-criterion approach to induce response parameters with reduced variability. The latter is imperative to increase the reliability of the average response values, normally required for the code-prescribed design verification of structures. Structural attributes like the dynamic characteristics as well as criteria related to variability of seismic motions and their compliance with a target spectrum are quantified through a newly introduced index, δ sv–sc , which aims to prioritize motions suites for response history analysis. To demonstrate the applicability of the procedure presented, the structural model of a multi-story building was subjected to numerous suites of motions that were highly ranked according to both the proposed approach (δ sv–sc ) and the conventional one (δ conv ), that is commonly used for earthquake records selection and scaling. The findings from numerous linear response history analyses reveal the superiority of the proposed multi-criterion approach, as it extensively reduces the intra-suite structural response variability and consequently, increases the reliability of the design values. The relation between the target reliability in assessing structural response and the size of the suite of motions selected was also investigated, further demonstrating the efficiency of the proposed selection procedure to achieve higher response reliability levels with smaller samples of ground motion. 相似文献