Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
Add to Favorite Get Latest Update

Similarity Method of Model Experiment

LUO Wen qian 1, YE Shuang 2 1(Anshan Thermal Energy Inst., Anshan 114004, China) 2(Luoyang Mining Machinery Eng. Design & Research Inst., Luoyang 471000, China)  
: Concerning model experiment, the authors introduces the methods for the seeking of similarity criterion, the approximative modelling and the verification of model experiment, and practical similarity method is presented for the research of model experiment.
【CateGory Index】: O4-33
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
Chinese Journal Full-text Database 5 Hits
1 ZHAO Jian-hua1,CHEN Xiao-bin2(1.Department of Surveying Engineering,Central South University of forestry and Technology,Changsha 410004,China;2.School of Civil Engineering,Central South University,Changsha 410075,China);Model Testing Study on Dynamic Drainage Consolidation Method for Soft Soil Foundation Treatment[J];Chinese Journal of Underground Space and Engineering;2009-01
2 Huang Baofeng1 Lu Wensheng2 Zong Zhouhong1(1.Fuzhou University,Fuzhou,350002,China;2.Tongji University,Shanghai 200092,China);Study on model experimental methodology utilizing the multiple earthquake simulation shake table system[J];China Civil Engineering Journal;2008-03
3 Guo Yongcheng Liu Jie;Model Experiment Method and Its Application to Geotechnical Engineering[J];Disaster and Control Engineering;2004-01
4 HAN Li (Expressway Engineering Construction limited company of Ye ji to xin yang he nan province Henan xinyang 464100);The Model Experiment of Heavy Dynamic Response with The Dark River Area of High Fill Open Widely Embankment Stability Influence[J];Highway Engineering;2007-06
5 CHEN Chaogang,XU Jianhui (Anhui provincial highway administration bureau,hefei,anhui 230022,China);Experiment of Heavy Dynamic Response with The Dark River Area of High Fill Open Widely Embankment Stability Influence Model[J];Highway Engineering;2007-06
Chinese Journal Full-text Database 10 Hits
1 Bai Bing (Department of Civil Engineering, Wuhan Transportation University, Wuhan 430063);Re consolidation of Saturated Soft Clay after Impact Loading[J];JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTITUTE;1998-03
2 Wu Bo (Bridge and Structure Engineering Department);Useful Computation of Cross-Sectional Redistributed Internal Force Produced by Concrete Shrinkage for Concrete-Filled Steel Tube Column[J];Journal of Chongqing Jiaotong University;1991-03
3 GU An bang,LIU\ Zhong,ZHOU Shui xin (Department of Bridge & Structural Engineering,Chongqing Jiaotong Institute,Chongqing 400074,China);Analysis of time dependent effects of concrete,geometrical nonlinearities,material nonlinearities of Wanxian Yangtze River bridge[J];JOURNAL OF CHONGQING JIAOTONG INSTITUTE;1999-04
4 YAN Dong-huang, LAI Min-zhi, ZHANG Ke-bo, LI Xue-wen (Bridge and Structure Engineering Department, Changsha Comm. Univ., Changsha 410076, China);Space Calculation Model of Maocaojie Bridge Based on the ANSYS[J];Journal of Changsha Communications University;2003-02
5 JIANG Shao fei 1,4 , LIU Kui hao 2, LIAO Yun 3, JIA Lian guang 4 (1.?School of Resources & Civil Engineering, Northeastern University, Shenyang 110004, China;?2.?Liaoyang Construction Management Department, Liaoyang 111000,China;?3.?Shenyang Na;Study of Damage Localization Based-Probabilistic Neural Network for Suspension Bridge[J];JOURNAL OF NORTHEASTERN UNIVERSITY;2002-05
6 YANG Tian-hong~1, XU Tao~1, FENG Qi-yan~2, TANG Chun-an~1(1. Center for Rock Instability & Seismicity Research, Northeastern University, Shenyang 110004, China; 2. School of Environment & Spatial Informatics, China University of Mining and Technology, Xuzhou 221008, China. );Experimental Investigation on Permeability Evolution of Brittle Rock in Failure Process[J];JOURNAL OF NORTHEASTERN UNIVERSITY;2003-10
7 Luo Zhe; Wang Jiaxing(Beijing Institute of Liquid Rocket Engine,Beijing, 100076 );Development of New High Velocity Gas Burner[J];MISSILES AND SPACE VEHICLES;2000-03
8 Li Guoqiang; Hao Kunchao; Lu Ye(Tongji University);A Deflection Approach for Damage ldentification of Cantilever-type Structures With Bending and Shear Deformation[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;1999-01
9 LIN Gao1, ZHU Tong1, LIN Bei2 ( 1. Dept. of Civil Eng., Dalian Univ. of Technol., Dalian 116024, China; 2. Inst. of Munic. Des., Dalian 116012, China );Similarity technique for dynamic structural model test[J];JOURNAL OF DALIAN UNIVERSITY OF TECHNOLOGY;2000-01
10 LI\ Hong-sheng,\ TAO\ Heng-liang,\ GUO\ Xing-lin ( Dept. of Eng. Mech., Dalian Univ. of Technol. , Dalian 116024, China );Damage locating method in stress ducting by frequency change square ratio[J];Journal of Dalian University of Technology;2002-04
【Secondary References】
Chinese Journal Full-text Database 4 Hits
1 Cai Xinjiang~(1+),Tian Shizhu~(1§),Wang Dapeng~(1+) and Xiao Yan~(2,3§) 1.School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China 2.School of Civil Engineering,Hunan University,Changsha 410082,China 3.Department of Civil Engineering,University of Southern California,Los Angeles,California CA90089-2531,USA +PhD Candidate;§Professor;Networked collaborative pseudo-dynamic testing of a multi-span bridge based on NetSLab[J];地震工程和工程振动(英文版);2009-03
2 GUO Kai ZHOU Shi-jun JIA Tao;Research of the stress distribution of bracket based upon MIDAS entity model[J];Shanxi Architecture;2009-02
3 CAI Xin-jiang,TIAN Shi-zhu(School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China);Research on Networked Collaborative Pseudo-dynamic Testing of Multi-span Bridge[J];Journal of Huazhong University of Science and Technology(Urban Science Edition);2008-03
4 PU Qianhui1,GOU Hongye1,ZHANG Junhua2 (1.School of Civil Eng.,Southwest Jiaotong University,Chengdu 610031,China;2.Highway Management Bureau of Aba Prefecture,Maerkang 624300,China);Model Test of Corbel Cracking and Reinforcement of Urban Overpass[J];Journal of Southwest Jiaotong University;2008-05
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved