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Correction to: 2021 Taxonomic update of phylum Negarnaviricota (Riboviria: Orthornavirae), including the large orders Bunyavirales and Mononegavirales

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Archives of virology 2021年第12期166卷 3567-3579页

作者： Jens H Kuhn Scott Adkins Bernard R Agwanda Rim Al Kubrusli Sergey V Alkhovsky Gaya K Amarasinghe Tatjana Avšič-Županc María A Ayllón Justin Bahl Anne Balkema-Buschmann Matthew J Ballinger Christopher F Basler Sina Bavari Martin Beer Nicolas Bejerman Andrew J Bennett Dennis A Bente Éric Bergeron Brian H Bird Carol D Blair Kim R Blasdell Dag-Ragnar Blystad Jamie Bojko Wayne B Borth Steven Bradfute Rachel Breyta Thomas Briese Paul A Brown Judith K Brown Ursula J Buchholz Michael J Buchmeier Alexander Bukreyev Felicity Burt Carmen Büttner Charles H Calisher Mengji Cao Inmaculada Casas Kartik Chandran Rémi N Charrel Qi Cheng Yuya Chiaki Marco Chiapello Il-Ryong Choi Marina Ciuffo J Christopher S Clegg Ian Crozier Elena Dal Bó Juan Carlos de la Torre Xavier de Lamballerie Rik L de Swart Humberto Debat Nolwenn M Dheilly Emiliano Di Cicco Nicholas Di Paola Francesco Di Serio Ralf G Dietzgen Michele Digiaro Olga Dolnik Michael A Drebot J Felix Drexler William G Dundon W Paul Duprex Ralf Dürrwald John M Dye Andrew J Easton Hideki Ebihara Toufic Elbeaino Koray Ergünay Hugh W Ferguson Anthony R Fooks Marco Forgia Pierre B H Formenty Jana Fránová Juliana Freitas-Astúa Jingjing Fu Stephanie Fürl Selma Gago-Zachert George Fú Gāo María Laura García Adolfo García-Sastre Aura R Garrison Thomas Gaskin Jean-Paul J Gonzalez Anthony Griffiths Tony L Goldberg Martin H Groschup Stephan Günther Roy A Hall John Hammond Tong Han Jussi Hepojoki Roger Hewson Jiang Hong Ni Hong Seiji Hongo Masayuki Horie John S Hu Tao Hu Holly R Hughes Florian Hüttner Timothy H Hyndman M Ilyas Risto Jalkanen Dàohóng Jiāng Gilda B Jonson Sandra Junglen Fujio Kadono Karia H Kaukinen Michael Kawate Boris Klempa Jonas Klingström Gary Kobinger Igor Koloniuk Hideki Kondō Eugene V Koonin Mart Krupovic Kenji Kubota Gael Kurath Lies Laenen Amy J Lambert Stanley L Langevin Benhur Lee Elliot J Lefkowitz Eric M Leroy Shaorong Li Longhui Li Jiànróng Lǐ Huazhen Liu Igor S Lukashevich Piet Maes William Marciel de Souza Marco Marklewitz Sergio H Marshall Shin-Yi L Marzano Se Integrated Research Facility at Fort Detrick National Institute of Allergy and Infectious Diseases National Institutes of Health Frederick MD USA. kuhnjens@mail.nih.gov. United States Department of Agriculture Agricultural Research Service US Horticultural Research Laboratory Fort Pierce FL USA. Zoology Department National Museums of Kenya Nairobi Kenya. Jomo Kenyatta University of Agriculture & Technology Nairobi Kenya. Division Phytomedicine Faculty of Life Sciences Humboldt-Universität zu Berlin Berlin Germany. D.I. Ivanovsky Institute of Virology of N.F. Gamaleya National Center on Epidemiology and Microbiology of Ministry of Health of Russian Federation Moscow Russia. Department of Pathology and Immunology Washington University School of Medicine St. Louis MO USA. Faculty of Medicine University of Ljubljana Ljubljana Slovenia. Centro de Biotecnología y Genómica de Plantas Universidad Politécnica de Madrid-Instituto Nacional de Investigación y Tecnología Agraria y Alimentaria Campus de Montegancedo Pozuelo de Alarcón Madrid Spain. Departamento de Biotecnología-Biología Vegetal Escuela Técnica Superior de Ingeniería Agronómica Alimentaria y de Biosistemas Universidad Politécnica de Madrid Madrid Spain. Center for Ecology of Infectious Diseases Department of Infectious Diseases Department of Epidemiology and Biostatistics Insitute of Bioinformatics University of Georgia Athens GA USA. Institute of Novel and Emerging Infectious Diseases Friedrich-Loeffler-Institut Federal Research Institute for Animal Health Greifswald-Insel Riems Germany. Department of Biological Sciences Mississippi State University Mississippi State MS USA. Center for Microbial Pathogenesis Institute for Biomedical Sciences Georgia State University Atlanta GA USA. Edge BioInnovation Consulting and Mgt Frederick MD USA. Institute of Diagnostic Virology Friedrich-Loeffler-Institut Greifswald-Insel Riems Germany. UFyMA INTA-CONICET Cordoba Argentina. Genomics and Bioinformatics D

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Reynolds number effects on mean aerodynamic forces acting on parallel cables of cable-supported bridges

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Gongcheng Lixue/engineering Mechanics 2017年第3期34卷 189-196页

作者： Du, Xiao-Qing Zhang, Li-Ping Liu, Qing-Kuan Ma, Wen-Yong Liu, Xiao-Bing Department of Civil Engineering Shanghai University Shanghai200072 China Wind Engineering Research Center Shijiazhuang Tiedao University Shijiazhuang050043 China Hebei Province Key Lab of Structural Health Monitoring and Control Shijiazhuang050043 China

Parallel hanger cables and stay cables are used extensively in cable-supported bridges. However, the cross-wind mean lift of downstream cables induced by wake interference received little attention when calculating the wind loads on parallel cables. At Reynolds numbers between 0.9×105~4.6×105 (subcritical Reynolds regime and critical Reynolds regime), the aerodynamic characteristics of twin circular cylinders were investigated along with their relationships with the Reynolds numbers through a series of wind tunnel tests. Results show the mean aerodynamic forces of two circular cylinders in the critical regime were very different from those in the subcritical regime, showing strong Reynolds number effects. Furthermore, at the critical regime, the mean lift coefficients of the downstream circular cylinder discontinuously suffered abrupt change with the increase in the Reynolds number for some arrangements of the cylinders, which might be related to the shift of the flow state between different flow patterns. Under the wake interference of the upstream circular cylinder, the magnitude of the mean lift coefficient on the downstream cylinder was up to 1.25. Therefore, it is necessary to include the effect of mean lift when calculating static wind loads on parallel cables. © 2017, engineering Mechanics Press. All right reserved.

关键词： Reynolds number

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Asymmetric natural convection flow in three dimensional attic space

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AIP Conference Proceedings 2019年第1期2116卷

作者： Cui Huimin Xu Feng C. Saha Suvash Liu Qingkuan 1Department of Mathematics and Physics Shijiazhuang Tiedao University Shijiazhuang 050043 China 2School of Civil Engineering Beijing Jiaotong University Beijing 100044 China 3Beijing’s Key Laboratory of Structural Wind Engineering and Urban Wind Environment Beijing 100044 China 4School of Mechanical and Mechatronic Engineering Faculty of Engineering and Information Technology University of Technology Sydney Ultimo NSW 2007 Australia 5Wind Engineering Research Center Structure Health Monitoring and Control Institute Shijiazhuang Tiedao University Shijiazhuang 050043 China

Natural convection in an attic space with top cooling is investigated by three dimensional numerical simulation for a wide range of Rayleigh numbers. The numerical results show the development of natural convection flow in attic space. Three stages: an initial stage, a transitional stage and a fully developed stage are involved. At higher Rayleigh numbers, the flow in the attic space is three dimensional and asymmetry with respect to geometric symmetry plane. The critical Rayleigh number for asymmetric flow is found.

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基于数据互联服务的隧道新奥法施工构想与初探

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engineering 2018年第1期 265-280页

作者：杜博文杜彦良徐飞贺鹏 State Key Laboratory of Software Development Environment Beihang University Structural Health Monitoring and Control Institute Shijiazhuang Tiedao University Research Center of Geotechnical and Structural Engineering Shandong University

新奥法(NATM)广泛应用于山岭隧道、城市地铁、地下贮库、地下厂房、矿山巷道等地下工程,掌子面前方地质、围岩变形、支护结构受力状态等在施工过程中的动态变化情况,是评价结构稳定程度、优化施工方案,确保隧道施工安全与质量的必要信... 详细信息

新奥法(NATM)广泛应用于山岭隧道、城市地铁、地下贮库、地下厂房、矿山巷道等地下工程,掌子面前方地质、围岩变形、支护结构受力状态等在施工过程中的动态变化情况,是评价结构稳定程度、优化施工方案,确保隧道施工安全与质量的必要信息。施工过程中获取的大量动态监测信息的不确定性与离散性,给施工方案的选择及灾害事故与险情的准确预测带来了巨大挑战,增加了隧道安全隐患。针对上述问题,本文提出了一种基于互联网大数据支持环境下的隧道施工数据服务系统,通过对已施工案例中各检测器结果进行标记,建立同场景下施工相关参数的关联,利用工程案例的积累不断补充和完善,实现相似环境下的参数提取,为同类场景下施工方案设计、施工资源的合理分配提供数据支撑,为后续工程设计、施工提供依据。

关键词：新奥法大数据环境数据服务隧道施工

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Experimental study on helical line parameters and rain-wind induced vibration control of stay-cables

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Gongcheng Lixue/engineering Mechanics 2016年第10期33卷 138-144页

作者： Liu, Qing-Kuan Zheng, Yun-Fei Zhao, Shan-Bo Ma, Wen-Yong Liu, Xiao-Bing Chen, Jin-Jie Wind Engineering Research Center Shijiazhuang Tiedao University Shijiazhuang050043 China Hebei Province Key Lab of Structural Health Monitoring and Control Shijiazhuang050043 China

Helical lines are often used to control rain-wind induced cable vibration. Wind tunnel tests were carried out to obtain optimized parameters of helical line, and vibration control effects were analysed for helical line with different parameters including diameter, single or double twine around way, space, when they are twined around different cable model (the diameter is 90 mm, 110 mm, 155 mm, 160 mm respectively). Results show that for same helical line space, vibration control effect becomes better when helical line diameter becomes large;while for same helical line diameter, vibration control effect becomes better when helical line space becomes small;and for same helical line diameter and twine around way, helical line space needs to be small when cable diameter becomes large. Helical line parameters for different cable diameter to control cable vibration were provided. To choose appropriate helical line parameters, main factors, including cable diameter, surface roughness, production and erection procedures, should be considered synthetically. © 2016, engineering Mechanics Press. All right reserved.

关键词： Wind tunnels

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Effect of helical line parameters on rain-wind induced vibration control of cables

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Gongcheng Lixue/engineering Mechanics 2015年 32卷 310-313and321页

作者： Bai, Yu-Run Zhao, Shan-Bo Liu, Qing-Kuan Liu, Xiao-Bing Ma, Wen-Yong Wind Engineering Research Center Shijiazhuang Tiedao University Shijiazhuang050043 China Hebei Province Key Laboratory of Structural Health Monitoring and Control Shijiazhuang050043 China

Helical lines wrapped on a cable surface are regarded as an effective aerodynamic measure to control the rain-wind induced vibration of cables. By simulated rainfall wind tunnel tests, the effect of the parameters of a helical line diameter, the space, and the wrapping method on rain-wind induced vibration control were studied. Using non-dimensional parameters of the helical line diameter and space, the relation between these two parameters and vibration amplitude were obtained. The results provide a reference for cable design. ©, 2015, Tsinghua University. All right reserved.

关键词： Cables

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Experimental study on wind-induced interference effects of circular section chimneys

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Gongcheng Lixue/engineering Mechanics 2015年 32卷 159-162and166页

作者： Li, Xiao-Na Lu, Yu Liu, Qing-Kuan Ma, Wen-Yong Liu, Xiao-Bing Wind Engineering Research Center Shijiazhuang Tiedao University Shijiazhuang050043 China Hebei Province Key Lab of Structural Health Monitoring and Control Shijiazhuang050043 China

Circular section chimneys in large thermal power plants are typical high-rise wind-sensitive structures. Wind load is one of the governing loads in chimney design. In this study the pressure distribution on a single chimney under different wind angles and two chimneys arranged in series and parallel was investigated using wind tunnel tests. Results show that when two chimneys are in series, the wind pressure coefficient of the downstream one is small and the sheltering effect is obvious. When two chimneys are in parallel, the lower parts of the chimneys show interference effects, and the channeling effects become more prominent. ©, 2015, Tsinghua University. All right reserved.

关键词： Wind tunnels

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Wind tunnel test method of snow drifting and observation research

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Gongcheng Lixue/engineering Mechanics 2015年 32卷 15-19页

作者： Shi, Chao Li, Zong-Yi Liu, Qing-Kuan Wind Engineering Research Center Shijiazhuang Tiedao University Shijiazhuang050043 China Hebei Province Key Lab of Structural Health Monitoring and Control Shijiazhuang050043 China

Non-uniform distribution of snow caused by snowdrift may result in structural damage in snow and wind areas. In order to obtain the simulation and test methods of snowdrift for engineering practice, wind tunnel tests and field observations were used to carry out preliminary research. By wind tunnel tests, we investigated the changing of accumulating thickness of simulating materials with time and wind velocity, and moreover, the effect of bond force on tests results. By field observation, the snow distribution on stepped flat roofs was measured and compared with former research. ©, 2015, Tsinghua University. All right reserved.

关键词： Snow

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Study on the system to ensure train operation safety under strong wind

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Gongcheng Lixue/engineering Mechanics 2010年第SUPPL. 1期27卷 305-310页

作者： Liu, Qing-Kuan Wind Engineering Research Center of Structural Health Monitoring and Control Institute Shijiazhuang Railway Institute Shijiazhuang Hebei 050043 China

Our country has a vast territory, and wind circumstance is very complicated. With the development of High Speed Passenger Lines and speed up of trains, the security of train operation in strong wind is becoming serious and remarkable, and it is very important and necessary to establish an effective system to prevent wind induced accidents and ensure safety of train operation under strong winds. In this paper, it is indicate that the system consists of software measures and hardware measures. For software measures (operation regulation), the methods to get a regulation wind velocity were analyzed, the measurement and forecast procedures of the wind velocity along railway were indicated, the necessary wind tunnel experiments and field observation were analyzed. For hardware measures, experiments and setting procedures of a wind barrier were indicated;the optimum design procedure of a train aerodynamic shape and route selection of railway were pointed out. At last, the whole procedure to establish the system and necessary experiment work were shown by a flowchart.

关键词： Railroads

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