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Shengnuo Group is a technology enterprise specializing in R&D of solid-liquid separation and material processing techniques and focusing on providing mining and beneficiation solutions for worldwide customers.Company profile - Shengnuo GroupBeijing Shengnuo Industrial Mining Technology Co., Ltd Beijing Shengnuo Industrial Mining Industrial Technology Co., Ltd is focusing on mining technology R&D, deepening co-operations with high-tech domestic and international business partners, contracting mining projects, and providing financial support and business solutions for Mines and beijing shengnuo industrial mining technology coBeijing Shengnuo Mining Industrial Technology Co.,Ltd beijing shengnuo industrial mining technology coBeijing Shengnuo Mining Industrial Technology Co.,Ltd. (China Manufacturer) - Company Profile : Vacuum Ceramic Disc Filter,Ceramic Filter Plate/Ceramic,Magnetic Liner/Ball Mill\nShengnuo Group is comprised of Beijing Shengnuo Industrial Mining Technology Co., Ltd. And Liaoning Shengnuo Mine & Metallurgy Technology Ltd. (Previously Anshan Special Wear-resisting Equipment Plant was founded in 1993), which is an ISO9001:2000 certified manufacturer in 2005. The plant covers 100,000 m2 and has capital assets over RMB 20 beijing shengnuo industrial mining technology coBeijing Shengnuo Industrial Mining Technology Co., Ltd.It is comprised of Beijing Shengnuo Industrial Mining Technology Co., Ltd, Liaoning Shengnuo Mine & Metallurgy Technology Ltd and Anshan Special Wear-Resisting Equipment Plant, which is an ISO9001: 2000 certified manufacturer.Beijing Shengnuo Industrial Mining Technology Co., Ltd.China Vacuum Filter supplier, Ceramic Filter, Ceramic Filter Plate Manufacturers/ Suppliers - Beijing Shengnuo Industrial Mining Technology Co., Ltd.\nAs a researching, industrial, and trading company, Liaoning ShengNuo Mine & Metallurgy Technology Ltd. was founded in 1993. It was ISO9001:2000 beijing shengnuo industrial mining technology coBeijing Shengnuo Industrial Mining Technology Co Ltd beijing shengnuo industrial mining technology coCompany profile page for Beijing Shengnuo Industrial Mining Technology Co Ltd including stock price, company news, press releases, executives, board members, and contact informationBeijing Shengnuo Industrial Mining Technology Co beijing shengnuo industrial mining technology coBeijing Shengnuo Industrial Mining Technology Co. Unverified Company . Unverified Member. beijing shengnuo industrial mining technology co conducting a search for any legal complaints, and retrieving company verification information based on the companys tax ID number. For further information, contact us.\nBeijing Shengnuo Industrial Mining Technology Co beijing shengnuo industrial mining technology co\nBeijing Shengnuo Industrial Mining Technology Co. Unverified Company . 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Supplier From Beijing, China Operating Principle By utilizing the production technology of our patent, the filtering plate consisting of two pieces of cavity-structures which is produced mainly by using corundum-based material.BEIJING SHENGNUO INDUSTRIAL MINING TECHNOLOGY Discover BEIJING SHENGNUO INDUSTRIAL MINING TECHNOLOGY CO., LTD on Europages and contact them directly for more information, to request a quote, etc.About Beijing Shengnuo Industrial Mining Technology Co beijing shengnuo industrial mining technology coAbout Beijing Shengnuo Industrial Mining Technology Co.,Ltd. Shengnuo Group is a technology enterprise specializing in R&D of solid-liquid separation and material processing techniques and focusing on providing mining and beneficiation solutions for worldwide customers. It is


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url: =Hanzhuang, China - find facts and information on Hanzhuang, China - Places-in-the-world.com\nLast visited: Hanzhuang\n.: Map of Hanzhuang\nStarting point: Hanzhuang / China\nPlaces in the world -> Continent Asia -> China -> Jiangsu Sheng -> Hanzhuang\nHanzhuang is a place in the region of Jiangsu Sheng in China at 33°40'48" north of the equator and 119°4'48" east of the Greenwich Prime Meridian. Facts on Hanzhuang: Name: HanzhuangStatus: PlaceRegion: Jiangsu ShengCountry: ChinaContinent: AsiaPopulation: n/kLatitude/Breadth: 33°40'48"N (33.6750000°)Longitude/Length: 119°4'48"E (119.0833300°)Timezone: Asia/Shanghai (UTC +8.0)Current time: 8:24pm (Monday, 26 Jan 2015)Distance as the crow flies between Hanzhuang and China's capital Beijing is approximately 733 km (455 mi.). Distances from Hanzhuang to the largest places in China. Hanzhuang lies approximately 3,733 km (2,320 mi.) north of the equator. .: Accommodation in Hanzhuang\nFind hotels in Hanzhuang\n.: Information on Hanzhuang\nHanzhuang on Wikipedia (external link)\n.: Places around Hanzhuang\nPlaces found around Hanzhuang:Zhuji, 1 km (1 mi.)Zhuzhuang, 2 km (1 mi.)Gejiadun, 2 km (1 mi.)Xiatun, 2 km (1 mi.)Yaozhuang, 2 km (1 mi.)Tongwa, 3 km (2 mi.)Wangxingzhuang, 3 km (2 mi.)Sunhuo, 3 km (2 mi.)Qiaokou, 4 km (2 mi.)Xingjiazhuang, 4 km (2 mi.)Weizhuang, 4 km (2 mi.)Lizhuang, 4 km (3 mi.)Houzhuyuanzhuang, 4 km (3 mi.)Gudang, 4 km (3 mi.)Heba, 5 km (3 mi.)Sangouyan, 5 km (3 mi.)Xiamatou, 5 km (3 mi.)Wangzhuang, 5 km (3 mi.)Hejia, 5 km (3 mi.)Xindu, 5 km (3 mi.)Lizhuang, 5 km (3 mi.)Houxian, 6 km (4 mi.)Zhouzhuang, 6 km (4 mi.)Bixu, 6 km (4 mi.)Xuedu, 6 km (4 mi.)Eryangqiao, 6 km (4 mi.)Gaodangjie, 6 km (4 mi.)Guo Linchang, 6 km (4 mi.)Sanzhuzhuang, 6 km (4 mi.)Xinzhuang, 6 km (4 mi.)Gaodang, 6 km (4 mi.)Mianhuazhuang, 7 km (4 mi.)Xuezhuang, 7 km (4 mi.)Houloutou, 7 km (4 mi.)Qilaozhuang, 7 km (4 mi.)Shanghongdang, 7 km (4 mi.)Zhangzhuang, 7 km (4 mi.)Tangjia, 7 km (5 mi.)Guzhuang, 7 km (5 mi.)Chenjia, 7 km (5 mi.)Houxiao, 7 km (5 mi.)Shangqian, 7 km (5 mi.)Xiaochenzhuang, 7 km (5 mi.)Xuejia, 8 km (5 mi.)Wangying, 8 km (5 mi.)Qingfeng, 8 km (5 mi.)Xindukou, 8 km (5 mi.)Guojiaduzhen, 8 km (5 mi.)Yuanzhuang, 8 km (5 mi.)Daxingzhuang, 8 km (5 mi.)E'ergang, 8 km (5 mi.)Qianzhongshe, 8 km (5 mi.)Pijiadu, 8 km (5 mi.)Daxing, 8 km (5 mi.)Xiaogaoqiao, 8 km (5 mi.)Dongxia, 9 km (5 mi.)Niangzhuang, 9 km (5 mi.)Jiangxi, 9 km (5 mi.)Yuelaiji, 9 km (6 mi.)Yangliyuan, 9 km (6 mi.)Lijia, 9 km (6 mi.)Yanglou, 9 km (6 mi.)Bochi, 9 km (6 mi.)Zhangxiaoxu, 9 km (6 mi.)Shawang, 9 km (6 mi.)Xuyangzhuang, 10 km (6 mi.)Yuelai, 10 km (6 mi.)Liuzhuang, 10 km (6 mi.)Baotan, 10 km (6 mi.)Zhuanjing, 10 km (6 mi.)Zhangguandang, 10 km (6 mi.)Shiqiao, 10 km (6 mi.)Yaozhuang, 10 km (6 mi.)Cuizhuang, 10 km (6 mi.)Zhengzhuang, 10 km (6 mi.)Xuyang, 10 km (6 mi.)Wangyuan, 10 km (6 mi.)Xiba, 10 km (6 mi.)Guanzhuang, 11 km (7 mi.)Guima, 11 km (7 mi.)Yueyadui, 11 km (7 mi.)Shizhuang, 11 km (7 mi.)Nanmachang, 11 km (7 mi.)Caozhuang, 11 km (7 mi.)Luzhuang, 11 km (7 mi.)Shulingou, 11 km (7 mi.)Yangliyuan, 11 km (7 mi.)Zhuxu, 11 km (7 mi.)Huai'an, 11 km (7 mi.), Pop. 555,230Dawan, 11 km (7 mi.)Yangao, 11 km (7 mi.)Qiangaozhuang, 11 km (7 mi.)Beijie, 11 km (7 mi.)Zhangmiao, 11 km (7 mi.)Pangzhuang, 12 km (7 mi.)Dingjiaji, 12 km (7 mi.)Louzhuang, 12 km (7 mi.)Qianhuaixuzhuang, 12 km (7 mi.)Miaozhuang, 12 km (7 mi.)\n.: Airports around Hanzhuang\nAirport found around Hanzhuang:Airport Huai'an Lianshui Airport / HIA / ZSSH, 13 km (8 mi.)\n.: Cheap flights to Hanzhuang / China\nPlaces in the world\n1.79474s\tHanzhuang, China


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url: =Experimental Study on Behavior of Concrete Square-Columns Confined by Carbon Fiber Sheet under Axial Compression--《Journal of Anhui University of Science and Technology(Natural Science)》2009年01期\n《Journal of Anhui University of Science and Technology(Natural Science)》 2009-01\nExperimental Study on Behavior of Concrete Square-Columns Confined by Carbon Fiber Sheet under Axial Compression\nSU Jun1,DOU Jun2 (1.Department of Civil Engineering,Hubei University of Technology,Wuhan Hubei 430068;2.No.3 Department of Design,Xinjiang Building Materials Design Institute,Wurumqi Xinjiang 830000,China)\nAxial compression resistance performance of concrete square-columns confined by carbon fiber reinforced polymer(CFRP) sheets under axial compression was studied,with consideration of mayor factors affecting confinement of concrete such as: affix methods,amounts of CFRP,and space between fiber strips.The study focused on analysis of failure configuration,bearing capacity,axial stress-strain curve.The results showed that axial compressive strength and deformability are improved efficiently by using CFRP to strengthen concrete columns,the confining effect of whole section reinforcement is better than fiber strips reinforcement;with increase of reinforcement rate,peak stress,peak strain,limit stress and limit strain are all improved and decline of axial stress-strain curve is more smooth.\n【CateGory Index】： TU375.3\n1 SU Jun1,TIAN Le-song2(1 School of Civil Engin.and Architecture,Hubei Univ.of Technology,Wuhan 430068,China;2 Lishui Vocational & Technical College,Lishui 323000,China);Bearing Capacity of Concrete Square-Columns confined by Carbon Fiber Sheet under Axial Compression[J];Journal of Hubei University of Technology;2010-02\n2 WU Sai,ZHAO Jun-hai,WANG Juan,ZHU Qian,LIU Zhao(School of Civil Engineering,Chang'an University,Xi'an 710061,China);Ultimate bearing capacities analysis of reinforced concrete columns combined with FRP based on unified strength theory[J];Concrete;2012-10\n1 GU Xianglin~1 LI Yupeng~1 ZHANG Weiping~1 OUYANG Yu~2(1.Tongji University,Shanghai 200020;2.Shanghai University,Shanghai 200072);Compressive Stress-Strain Relationship of Concrete Confined by Carbon Fiber Composite Sheets[J];Structural Engineers;2006-02\n2 LI Yupeng~1 GU Xianglin~1 ZHANG Weiping~1 OUYANG Yu~2(1.Tongji University,Shanghai 200092;2.Shanghai University,Shanghai 200072);Axial Compression Performance of Concrete Prisms Confined by Carbon Fiber Composite Sheets[J];Structural Engineers;2006-04\n3 LI Jing1, QIAN Jiaru1, JIANG Jianbiao2 (1. Department of Civil Engineering, Tsinghua University, Beijing 100084, China; 2. Beijing Texida Technical Limited Company, Beijing 100011, China);Experimental study and 3-D nonlinear finite element analysis of axially loaded fiber sheet confined rectangular concrete columns[J];Journal of Building Structures;2004-02\n4 Ouyang YuHuang YihuiQian ZaiziGu Xianglin, Zh ang Yu (Shanghai University,Tongji University) (Huaqiao University)(Zhejiang U niversity)(Tongji University);ANALYSIS OF FLEXURAL BEHAVIOR OF CONCRETE BEAM RESTRAINED WITH GLAS FIBER REINFORCED PLASTIC SHEET[J];China Civil Engineering Journal;2004-03\n1 MA Guo-yu,SU You-po(College of Civil and Architectural Engineering,Hebei Polytechnic University,Tangshan Hebei 063009,China);Study on Ultimate Strength and Strain of Concrete Circular Columns Confined with FRP[J];Journal of Hebei Polytechnic University(Natural Science Edition);2010-01\n2 ZHU Ai-hua~1,ZHU Cheng-jiu~1,BU Shao-lei~2 (1.East China Jiaotong University,Nanchang 330013,China;2.MAUNSELL/AECOM,Shenzhen,518001,China);The Load-Strain Test Curve of CFRP-RC Composite Square Columns[J];Journal of East China Jiaotong University;2009-05\n3 Wu Qiulan,Tong Gusheng,Liu Yongsheng(School of Civil Engineering and Architecture,East China Jiaotong University,Nanchang 330013,China);Finite Element Analysis on the Compression Course of RC Quadrate Columns Confined by BFRP[J];Journal of East China Jiaotong University;2011-02\n4 WANG Zhen-yu,WANG Dai-yu,LU Da-gang (School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China);Stress-strain analytical model for FRP-confined concrete circular column[J];Journal of Harbin Institute of Technology;2010-02\n5 Gu Qian1 Peng Bo2 Weng Rui1(1.School of Civil Engineering and Architecture,Wuhan University of Technology,Wuhan 430070,Hubei,China;2.Hubei United Development Investment Group Co.,Ltd.,Wuhan 430077,Hubei,China);Analysis of Compressive Capacity of Brick Masonry Compressively Strengthened with Sprayed GFRP[J];Journal of South China University of Technology(Natural Science Edition);2011-04\n6 HUANG Sheng-wen1,LIU Li-jian1,LIU Ting-wang2,QIU Xian-hui3(1.School of Civil Engineering and Architecture,Changsha University of Science and Technology,Changsha 410004,China;2.Guangdong Huizhou Highway and Bridge Engineering DesignInstitute,Huizhou 516000,China;3.Hunan Prospecting Designing and Research Institutefor Agricultural and Forestry Industries,Changsha 410007,China);Numerical simulation analysis of GFRP soil nail reinforcement effect based on the change of rock pressure and elastic modulus[J];Journal of Changsha University of Science & Technology(Natural Science);2010-04\n7 Ouyang Yu,Liu Nengke(Department of Civil Engineering,Shanghai University,Shanghai 200072,China);Analysis of Flexural Behavior of Masonry Column Strengthened by Wrapped Steel Outside Under Axial Compression[J];Building Structure;2006-11\n8 Wei Yang~1,Wu Gang~(1,2),Wu Zhishen~(2,3),Lü Zhitao~1,Guo Zhengxing~1(1 College of Civil Engineering,Southeast University,Nanjing 210096,China;2 International Institute for Urban Systems Engineering,SEU,Nanjing 210096,China;3 Department of Urban & Civil Engineering,Ibaraki University,Hitachi 316-8511,Japan);Study on Stress-strain Relationship for Concrete Rectangular Columns Sufficiently Confined with FRP[J];Building Structure;2007-12\n9 He Xianchen(Huaibei Architectural Design Research Institute,Huaibei 235000,China);Researches on the Compression Capacity of CFRP Strengthened RC Rectangular Columns Under Secondary Loads[J];Building Structure;2007-S1\n10 Yu Qiong(Institute of Structural Engineering and Disaster Reduction,Tongji University,Shanghai 200092,China);Analysis on bearing capacity formula of concrete columns strengthened with wrapped CFRP sheets under eccentric compression[J];Building Structure;2010-05\n1 HAN Ming-fei1,ZHENG Qi-zhen1,YANG Jue1,NING Tao2(1.Department of Civil Engineering,University of Shanghai for Science and Technology,Shanghai 200093,China;2.East China Branch of Central Research Institute of Building&Contruction,MCC Group,Shanghai 200940,China);SEISMIC EVALUATION AND STRENGTHENING OF A MIDDLE SCHOOL DESIGN[A];[C];2012\n2 Li Furong~1 Fan Shenghai~2 1.College of Civil Engineering,Yancheng Institute of Technology 224051 Yancheng 2.College of Materials Engineering,Yancheng Institute of Technology 224051 Yancheng;THE APPLICATION AND STUDY OF THE CONCRETE COLUMNS STRENTHED BY FRP[A];[C];2007\n1 ZHANG Xiu-wei(1),JIN Cai2(1.Gaomi Construction Superintend Station,Weifang 261500,China; 2.North China Institute of Water Conservancy and Hydroelectric Power,Zhengzhou 450011,China);Experimental Research on Concrete Beam Strengthened with Flexural Prestressed CFRP Sheets[J];Journal of North China Institute of Water Conservancy and Hydroelectric Power;2008-06\n2 PAN Jing-long,JIN Xi-nan,WANG Feng-lai ,WANG Yu-guang,LAI Wen-hui (School of Civil Engineering,Harbin Institute of Technology,Harbin150 090,China);Behavior of short reinforced concrete columns wrapped with FRP under axial compression[J];Journal of Harbin University of Civil Engineering and Architecture;2002-03\n3 YU Feng,NIU Di-tao (College of Civil Engineering,Xi'an University of Architecture and Technology,Xi'an 710055,China);Bearing capacity of FRP-Confined concrete column subjected to axial compression[J];Concrete;2007-03\n4 CAO Zhi-qiang,MA Wei-hua,LIU Li-xia,LI Su-juan,HUA Yu (Tangshan College,Tangshan 063000,China);Stress study on preloaded concrete prism restrained by CFRP under uniaxial loading[J];Concrete;2009-07\n5 PENG Gang~1,LIU Li-xin~1,LI Xian-feng~2 (1. Civil Engineering School of Zhengzhou University, Zhengzhou 450002, China; 2. The department of communication of Gongyi, Gongyi 451200, China);A study on shear properties of RC beams strengthened with prestressed carbon fiber sheet[J];Henan Science;2005-03\n6 Zhao Tong Xie Jian Dai Ziqiang;Experimental Study on Flexural Strength of RC Beams Strengthened with Continuous Carbon Fiber Sheet[J];Building Structure;2000-07\n7 Zhao Haidong Zhao Ming Zhang Yu;Experimental Study on Concrete Circular-columns Wrapped with CFRP Under Axial Compression[J];Building Structure;2000-07\n8 Zhao Tong Xie Jian Dai Ziqiang;Research on Compressive Stress-strain Relationship of Concrete Confined with Continuous CFS[J];Building Structure;2000-07\n9 Ye Lieping\_ Cui Wei\_ Yue Qingrui et al.( 3 );Analysis and Calculation of Flexural Strength of RC Members Strengthened with CFRP Sheet[J];Building Structure;2001-03\n10 Wu Gang Lü Zhitao;Experimental Study on the Seismic Behavior of RC Columns Strengthened with Carbon Fiber Sheet[J];Building Structure;2002-10\n1 ZHAO De-fang1,LI Chang2,LIU Kai2(1.Department of Facility Management and Service,Hebei University of Technology,Tianjin 300130,China; 2.College of Transportation Engineering,Southeast University,Nanjing 210096,China);Experimental Study of FRP Grid Reinforced Concrete Beams[J];Journal of Shandong Jiaotong University;2012-02\n1 ZHOU Chang-dong~(1,2), HUANG Cheng-kui~1 g, Dalian University of Technology, Dalian 116023,China,E-mail:zhouchangdong@16 University, Shanghai, 200092, China);Simplified analytic models for GFRP-confined concrete square columns[J];Journal of Harbin Institute of Technology;2004-05\n2 Zhao Tong Xie Jian Dai Ziqiang;Research on Compressive Stress-strain Relationship of Concrete Confined with Continuous CFS[J];Building Structure;2000-07\n3 GU Xianglin~1 LI Yupeng~1 ZHANG Weiping~1 OUYANG Yu~2(1.Tongji University,Shanghai 200020;2.Shanghai University,Shanghai 200072);Compressive Stress-Strain Relationship of Concrete Confined by Carbon Fiber Composite Sheets[J];Structural Engineers;2006-02\n4 JIN Xinan ,PAN Jinglong ,LIU Guangyi ,LAI Wenhui (School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China);Research of stress-strain curve of concrete confined by fiber reinforced plastics under axial compression[J];Journal of Building Structures;2003-04\n5 LI Jing1, QIAN Jiaru1, JIANG Jianbiao2 (1. Department of Civil Engineering, Tsinghua University, Beijing 100084, China; 2. Beijing Texida Technical Limited Company, Beijing 100011, China);Experimental study and 3-D nonlinear finite element analysis of axially loaded fiber sheet confined rectangular concrete columns[J];Journal of Building Structures;2004-02\n6 WU Gang, Lü Zhitao College of Civil Engineering, Southeast University, Nanjing 210096, China;Study on the stress-strain relationship of FRP-confined concrete rectangular columns[J];Journal of Building Structures;2004-03\n7 Ouyang YuHuang YihuiQian ZaiziGu Xianglin, Zh ang Yu (Shanghai University,Tongji University) (Huaqiao University)(Zhejiang U niversity)(Tongji University);ANALYSIS OF FLEXURAL BEHAVIOR OF CONCRETE BEAM RESTRAINED WITH GLAS FIBER REINFORCED PLASTIC SHEET[J];China Civil Engineering Journal;2004-03\n> Nuclear Science and Engineering\n> The Ocean Engineering\n> Traditional Chinese Architecture and Gardens


url: =DBLP: Xiaotao Huang\nXiaotao Huang List of publications from the DBLP Bibliography Server - FAQOther views: by type - by year (modern) - classic-C\nj12 Hong Ding, Wenyan Liu, Xiaotao Huang, Linhua Zheng: First Path Detection Using Rank Test in IR UWB Ranging with Energy Detection Receiver under Harsh Environments. IEEE Communications Letters 17(4): 761-764 (2013)j11 Xiaotao Huang, Yi Cao: Critical exponents and Pohozhaev identities of some partial differential equations. Mathematical and Computer Modelling 57(5-6): 1426-1435 (2013)j10 Jungang Yang, John Thompson, Xiaotao Huang, Tian Jin, Zhimin Zhou: Random-Frequency SAR Imaging Based on Compressed Sensing. IEEE T. Geoscience and Remote Sensing 51(2): 983-994 (2013)2012\nj9 Wenyan Liu, Hong Ding, Xiaotao Huang, Zelong Liu: TOA Estimation in IR UWB Ranging with Energy Detection Receiver Using Received Signal Characteristics. IEEE Communications Letters 16(5): 738-741 (2012)j8 Jungang Yang, Xiaotao Huang, Tian Jin, John Thompson, Zhimin Zhou: Synthetic Aperture Radar Imaging Using Stepped Frequency Waveform. IEEE T. Geoscience and Remote Sensing 50(5-2): 2026-2036 (2012)j7 Daoxiang An, Xiaotao Huang, Tian Jin, Zhimin Zhou: Extended Two-Step Focusing Approach for Squinted Spotlight SAR Imaging. IEEE T. Geoscience and Remote Sensing 50(7): 2889-2900 (2012)j6 Daoxiang An, Xiaotao Huang, Tian Jin, Zhimin Zhou: Extended Nonlinear Chirp Scaling Algorithm for High-Resolution Highly Squint SAR Data Focusing. IEEE T. Geoscience and Remote Sensing 50(9): 3595-3609 (2012)c3 Jungang Yang, John Thompson, Xiaotao Huang, Tian Jin, Zhimin Zhou: FMCW radar near field three-dimensional imaging. ICC 2012: 6353-6356c2 Pengzheng Lei, Xiaotao Huang, Jian Wang, Xile Ma: Sensor placement of multistatic radar system by using genetic algorithm. IGARSS 2012: 4782-4785c1 Man Wei, Xiaotao Huang, Chi Wu, Liqun Huang, Fen Wang, Yonggang Zhu: Network coding based energy-efficient multi-path routing for wireless sensor network. MoMM 2012: 240-2442011\nj5 Xin Li, Daoxiang An, Xiaotao Huang, Shirui Peng: Estimation of wall parameters based on range profiles. SCIENCE CHINA Information Sciences 54(10): 2178-2189 (2011)j4 Jungang Yang, Xiaotao Huang, Tian Jin, Guoyi Xue, Zhimin Zhou: An Interpolated Phase Adjustment by Contrast Enhancement Algorithm for SAR. IEEE Geosci. Remote Sensing Lett. 8(2): 211-215 (2011)j3 Jungang Yang, Xiaotao Huang, Tian Jin, John Thompson, Zhimin Zhou: New Approach for SAR Imaging of Ground Moving Targets Based on a Keystone Transform. IEEE Geosci. Remote Sensing Lett. 8(4): 829-833 (2011)2010\nj2 Xiaotao Huang, Dongsheng Li, Lihe Wang: Existence and symmetry of positive solutions of an integral equation system. Mathematical and Computer Modelling 52(5-6): 892-901 (2010)2007\nj1 Yufei Li, Yuan Wang, Xiaotao Huang: A Relation-Based Search Engine in Semantic Web. IEEE Trans. Knowl. Data Eng. 19(2): 273-282 (2007)\n1Daoxiang An[j7] [j6] [j5] 2Yi Cao[j11] 3Hong Ding[j12] [j9] 4Liqun Huang[c1] 5Tian Jin[j10] [j8] [j7] [j6] [c3] [j4] [j3] 6Pengzheng Lei[c2] 7Dongsheng Li[j2] 8Xin Li[j5] 9Yufei Li[j1] 10Wenyan Liu[j12] [j9] 11Zelong Liu[j9] 12Xile Ma[c2] 13Shirui Peng[j5] 14John Thompson[j10] [j8] [c3] [j3] 15Fen Wang[c1] 16Jian Wang[c2] 17Lihe Wang[j2] 18Yuan Wang[j1] 19Man Wei[c1] 20Chi Wu[c1] 21Guoyi Xue[j4] 22Jungang Yang[j10] [j8] [c3] [j4] [j3] 23Linhua Zheng[j12] 24Zhimin Zhou[j10] [j8] [j7] [j6] [c3] [j4] [j3] 25Yonggang Zhu[c1] Colors in the list of coauthors\nLast update Sun May 19 13:16:59 2013


url: =Hangzhou Duowen Chemical Co Ltd: Company Profile - Bloomberg\nhangzhou duowen chemical co ltd\nHangzhou Duowen Chemical Co., Ltd. was founded in 2002. The company's line of business includes the wholesale distribution of chemicals and allied products.\nNo.83, Qiutao Rd., Hangzhou


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