Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Earthquake Engineering and Engineering Vibration》 2002-01
Add to Favorite Get Latest Update

A high -frequency instability mechanism in numerical realization of multi-transmitting formula

JJNG Li-ping, LIAO Zhen-peng, ZOU Jing-xiang (Harbin Institute of Technology. Harbin 150001. China; Institute of Engineering Mechanics. China Seismological Bureau. Harbin 150080. China)  
The GKS13' stability theorem for one-dimensional model of hyperbolic initial and boundary value problem and its explanation and extension based on the concept of group velocity are generalized firstly. Another possible high-frequency instability mechanism in numerical realization of multi-transmitting formula (MTF) is pointed out based on that explanation and extension, namely. coupling effect of outgoing harmonic wave along one direction and node motion in other directions can reverse the energy propagation in multi-dimensional discrete grids. This instability mechanism is preliminarily verified through numerical experiments.
【Fund】: 地震科学联合基金重点项目(95-07-442)
【CateGory Index】: O411.1
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
【References】
Chinese Journal Full-text Database 5 Hits
1 JING Li-ping 1, Wu Zhao-ying 2, ZOU Jing-xiang 1 (1.Harbin Institute of Technology, Harbin 150001,China; 2.Institute of Engineering Mechanics, China Seismological Bureau, Harbin 150080,China);Stability analysis for numerical simulation of near-field wave motion[J];Earthquake Engineering and Engineering Vibration;2002-02
2 Jing Liping (Institute of Engineering Mechanics, China Earthquake Administration,Harbin 150080,China);Stability analysis of practical formula for multi-transmitting boundary[J];Earthquake Engineering and Engineering Vibration;2004-04
3 ZHAO Mi,DU Xiu-li(The Key Laboratory of Urban Security and Disaster Engineering,Ministry of Education,Beijing University of Technology,Beijing 100124,China);HIGH-ORDER MODEL OF SPRING-DASHPOT-MASS MODEL FOR LOCALIZING TIME CONVOLUTION[J];Engineering Mechanics;2009-05
4 CHEN Keyang(Exploration and Development Research Institute of Daqing Oilfield Company Limited of CNPC,Daqing, Heilongjiang Province,Daqing 163712,China);DIFFERENCE ORDER'S BOUNDARY EFFECT OF THE SEISMIC WAVE NUMERICAL SIMULATION[J];Plateau Earthquake Research;2011-01
5 Xie Zhinan,2) Liao Zhenpeng,(Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China)(College of Shipbuilding Engineering,Harbin Engineering University,Harbin 150001,China);MECHANISM OF HIGH FREQUENCY INSTABILITY CAUSED BY TRANSMITTING BOUNDARY AND METHOD OF ITS ELIMINATION——SH WAVE[J];Chinese Journal of Theoretical and Applied Mechanics;2012-04
【Citations】
Chinese Journal Full-text Database 1 Hits
1 Liao Zhenpeng Liu Jingbo (Institute of Engineering Mechanics, SSB);FINITE ELEMENT SIMULATION OF WAVE MOTION ——Basic Problems and Conceptual Aspects[J];Earthquake Engineering and Engineering Vibration;1989-04
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 Yuan Xiaoming Liao Zhenpeng(Institute of Engineering Mechanics,State Seismologica! Bureau);SERIES SOLUTION FOR SCATTERING OF PLANE SH WAVES BY A CANYON OF CIRCULAR-ARC CROSS SECTION[J];Earthquake Engineering and Engineering Vibration;1993-02
2 Liao Zhenpeng(Institute of Engineering Mechanics,SSB);ACCURACIES OF LOCAL TRANSMITTING BOUNDARIES[J];Earthquake Engineering and Engineering Vibration;1993-03
3 Yang Guang and Liao Zhenpeng(Institute of Engineering Mechanics ,SSB);APPLICATION OF LOCAL TRANSMITTING BOUNDARY TO FINITE ELEMENT SIMULATION FOR STEADY WAVE MOTION[J];Earthquake Engineering and Engineering Vibration;1993-04
4 Fang Yingguang (Guangdong Institute of Technology ,Guangzhou 510070 ,China);SCATTERING OF PLANE SH-WAVES BY MULTIPLE CIRCULAR-ARC VALLEYS AT THE TWO-DIMENSIONAL SURFACE OF THE EARTH[J];Earthquake Engineering and Engineering Vibration;1995-01
5 Zhang Jianfeng (Department of Engineering Mechanics,Dalian University of Technology,Dalian 116023,China) Li Youming (Institute of Geophysics,Academia Sinica,Beijing 100101,China);NUMERICAL SIMULATION OF ELASTIC SEISMIC WAVE PROPAGATION IN LATERALLY INHOMOGENEOUS MEDIA[J];Earthquake Engineering and Engineering Vibration;1995-03
6 FANG Ying-guang; MO Hai-hong(Guangdong University of Technology, Guangzhou, 510080)(South China University of Technology, Guangzhou, 510641);An improved method for dispersion and stability of wave motion in finite element meshes[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;2000-01
7 JING Li -ping; LIAO Zhen -peng (Institute of Engineering Mechanics, China Seismological Bureau, Harbin 150080);Combination of local and global artificial boundary condition[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;2000-03
8 ZHOU Zheng-hua, LIAO Zhen-peng (Institutte of Engineering Mechanics, China Seismological Bureau, Harbin 150080, China);A stabilization measure for multi-transmiting formula[J];Earthquake Engineering and Engineering Vibration;2001-01
9 JING Li-ping 1, Wu Zhao-ying 2, ZOU Jing-xiang 1 (1.Harbin Institute of Technology, Harbin 150001,China; 2.Institute of Engineering Mechanics, China Seismological Bureau, Harbin 150080,China);Stability analysis for numerical simulation of near-field wave motion[J];Earthquake Engineering and Engineering Vibration;2002-02
10 Jing Liping (Institute of Engineering Mechanics, China Earthquake Administration,Harbin 150080,China);Stability analysis of practical formula for multi-transmitting boundary[J];Earthquake Engineering and Engineering Vibration;2004-04
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 DU Xiu-li~1 HAN ling~2 JIANG Li-ping~3 1.The Key Laboratory of Urban Security and Disaster Engineering(Beijing University of Technology),Ministry of Education,Beijing 100022,China; 2.Beijing Institute of Architectural Design,Beijing 100045,China; 3.Shandong Provincial Academy of Building Research,Jinan 250031,China);An Efficient Global Optimization Algorithm:Empirical Genetic Algorithm[J];Journal of Beijing University of Technology;2006-11
2 Zong Fukai;FREQUENCY-DISPERSION CHARACTERISTICS AND DISCRETIZATION OF THE FINITE ELEMENT ANALYSIS IN WAVE PROPAGATION PROBLEMS[J];Explosion and Shock Waves;1984-04
3 LI Shanyou1,WANG Xueliang2,ZHOU Zhenghua1(1. Institute of Engineering Mechanics, China Seismological Bureau, Harbin150080,China; 2. Chuxiong Normal College of Yunnan Province, Chuxiong675000,China);THE TIME-STEP NUMERICAL SIMULATION OF FREE FIELD MOTION OF LAYERED HALF-SPACE FOR INCLINED SEISMIC WAVES[J];Journal of Changchun University of Science and Technology;2003-03
4 Hu Yuxian Sun Pingshan Zhang Zaiyong Tian Qiwen(Institute of Engineering Mechanics, Academia Sinica);EFFECTS OF SITE CONDITIONS ON EARTHQUAKE DAMAGE AND GROUND MOTION[J];Earthquake Engineering and Engineering Vibration;1980-00
5 Liao Zhenpeng, Yang Baipo, Yuan Yifan(Institute of Engineering Mechanics, Academia Sinie );ARTIFICIAL BOUNDARY SN ANALYSIS OF TRANSIENT ELASTIC WAVE PROPAGATION[J];Earthquake Engineering and Engineering Vibration;1982-01
6 Liao Zhenpeng (Institute of Engineering Mechanics, Academia Sinica);A FINITE MODEL FOR PROBLEMS OF TRANSIENT SCALAR WAVES IN AN INFINITE ELASTIC MEDIUM[J];Earthquake Engineering and Engineering Vibration;1982-04
7 Liao Zhenpeng (Institute of Engineering Mechanics, Academia Sinica);A FINITE ELEMENT METHOD FOR NEAR-FIELD WAVE MOTION IN HETEROGENEOUS MATERIALS[J];Earthquake Engineering and Engineering Vibration;1984-02
8 Liao Zhenpeng Liu Jingbo (Institute of Engineering Mechanics,State Seismological Bureau);ELASTIC WAVE MOTION IN DISCRETE GRIDS[J];Earthquake Engineering and Engineering Vibration;1986-02
9 Liu Jingbo, Liao Zhenpeng (Institute of Engineering Mechanics, State Seismological Bureau);ELASTIC WAVE MOTION IN DISCRETE GRIDS (Ⅱ )——Comparison of common finite clement models[J];Earthquake Engineering and Engineering Vibration;1989-02
10 Liao Zhenpeng Liu Jingbo (Institute of Engineering Mechanics, SSB);FINITE ELEMENT SIMULATION OF WAVE MOTION ——Basic Problems and Conceptual Aspects[J];Earthquake Engineering and Engineering Vibration;1989-04
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 Liu Jinchun1,Huan Yi1,Li Jianquan2(1.Engineering Institute of Corps of Engineers,PLA University of Science and Technology,Nanjing 210007,China; 2.The Office of Civil Air Defence,Tianshui Gansu 741000,China);Application of Artificial Boundary and Seismic Input in General Finite Element Software[J];Chinese Journal of Underground Space and Engineering;2011-S2
2 LIAO Wei-zhang, DU Xiu-li, ZHAO Mi, LI Li-yun (Beijing Key Lab of Urban Security and Disaster Engineering(Beijing University of Technology), Ministry of Education, Beijing University of Technology, Beijing 100022, China);An Algorithm of the Non-linear Dynamic Analysis of Open System[J];Journal of Beijing University of Technology;2006-02
3 LIAO Wei-zhang,DU Xiu-li,TIAN Zhi-min (1.The Key Laboratory of Urban Security and Disaster Engineering(Beijing University of Technology),Ministry of Education, Beijing 100022,China;2.The Engineering Design & Research Academy of Canbao,Beijing 100850,China);Numerical Simulation Methods on Dynamic Response of Partially-buried Structure Under Blast Loading[J];Journal of Beijing University of Technology;2007-02
4 DU Xiu-li~1,LIAO Wei-zhang~1,TIAN Zhi-min~2,LI Liang~1(1.Beijing Labouratory of Earthquake Engineering and Structural Retrofit,Beijing University of Technology,Beijing100022,China;2.The Beijing Canbao Institute of Architectural Design,Beijing100850,China);Dynamic response analysis of underground structures under explosion-induced loads[J];Explosion and Shock Waves;2006-05
5 ZHANG Xiaozhi1,2,XIE Lili1,3,QU Chengzhong1(1.Institute of Engineering Mechanics, China Seismological Bureau,Harbin 150080,China; 2.Fenghua Space Technology Stock Company of Harbin,Harbin 150040,China; 3.Harbin Institute of Technology, Harbin 150001, China) ;A new approach for solution of local artificial transmitting boundary[J];Earthquake Engineering and Engineering Vibration;2003-05
6 ZHANG Xiao-zhi~1,XIE Li-li~(1,2),QU Cheng-zhong~1(1.Institute of Engineering Mechanics, China Earthquake Administration,Harbin 150080,China; 2.Harbin Institute of Technology,Harbin 150001,China);A new approach for solution of local artificial transmitting boundary[J];Earthquake Engineering and Engineering Vibration;2004-01
7 ZHU Zhihui1,SHANG Shouping2,WU Fangbo2(1.College of Civil Engineering,Central South University,Changsha 410075,China;2.Department of Civil Engineering,Hunan University,Changsha 410082,China);Artificial boundary analysis of dynamic soil-sturcture interaction with test verification[J];Journal of Earthquake Engineering and Engineering Vibration;2007-03
8 ZHANG Xiaozhi,QU Chengzhong,GONG Jing,WU Di (School of Architecture Engineering,Northeast Dianli University,Jilin 132012,China);Local plane wave supposition and best-fitting artificial transmitting boundary[J];Journal of Earthquake Engineering and Engineering Vibration;2010-05
9 LIU Jin-yun, CHEN Jian-yun, HU Zhi-qiang(State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116085, China);Three-Dimensional Seismic Response Analysis for Water-Supplying Tunnel under Excitation of Traveling Waves[J];Journal of Disaster Prevention and Mitigation Engineering;2007-01
10 ZHAO Mi,DU Xiu-li(The Key Laboratory of Urban Security and Disaster Engineering,Ministry of Education,Beijing University of Technology,Beijing 100124,China);HIGH-ORDER MODEL OF SPRING-DASHPOT-MASS MODEL FOR LOCALIZING TIME CONVOLUTION[J];Engineering Mechanics;2009-05
China Proceedings of conference Full-text Database 2 Hits
1 XU Haibin,ZHAO Mi,DU Xiuli (The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology,Beijing 100124,China);A HIGH-ORDER LUMPED-PARAMETER MODEL FOR DYNAMIC STIFFNESS OF FOUNDATION[A];[C];2010
2 Du Xiuli Zhao Juan Zhao Mi (The Key Laboratory of Urban Security and Disaster Engineering of the Ministry of Education,Beijing University of Technology,Beijing 100124,China);A time-domain method for the hydrodynamic pressure on deep-water cylindrical structure with large diameter[A];[C];2012
【Secondary Citations】
Chinese Journal Full-text Database 8 Hits
1 Liao Zhenpeng, Yang Baipo, Yuan Yifan(Institute of Engineering Mechanics, Academia Sinie );ARTIFICIAL BOUNDARY SN ANALYSIS OF TRANSIENT ELASTIC WAVE PROPAGATION[J];Earthquake Engineering and Engineering Vibration;1982-01
2 Liao Zhenpeng (Institute of Engineering Mechanics, Academia Sinica);A FINITE MODEL FOR PROBLEMS OF TRANSIENT SCALAR WAVES IN AN INFINITE ELASTIC MEDIUM[J];Earthquake Engineering and Engineering Vibration;1982-04
3 Liao Zhenpeng (Institute of Engineering Mechanics, Academia Sinica);A FINITE ELEMENT METHOD FOR NEAR-FIELD WAVE MOTION IN HETEROGENEOUS MATERIALS[J];Earthquake Engineering and Engineering Vibration;1984-02
4 Liao Zhenpeng Liu Jingbo (Institute of Engineering Mechanics,State Seismological Bureau);ELASTIC WAVE MOTION IN DISCRETE GRIDS[J];Earthquake Engineering and Engineering Vibration;1986-02
5 Liu Jingbo Liao Zhenpeng (Institute of Engineering Mechanics, State Seismological Bureau);A NUMERICAL METHOD FOR PROBLEMS OF SEISMIC WAVE SCATTERING[J];Earthquake Engineering and Engineering Vibration;1987-02
6 Liu Jingbo, Liao Zhenpeng (Institute of Engineering Mechanics, State Seismological Bureau);ELASTIC WAVE MOTION IN DISCRETE GRIDS (Ⅱ )——Comparison of common finite clement models[J];Earthquake Engineering and Engineering Vibration;1989-02
7 Liu Jingbo Liao Zhenpeng (Institute of Engineering Mechanics, State Seismological Bureau);ELASTIC WAVE MOTION IN DISCRETE GRIDS (Ⅲ)——The effect of discietizalion in time domain on wave motior[J];Earthquake Engineering and Engineering Vibration;1990-02
8 Liu Jingbo (Harbin Institute of Technology, Harbin 150080)Liao Zhenpeng(Institute of Engineering Mechanics, Stale Seismological Bureau, Harbin 150080);ANTI-PLANE WAVE MOTION IN FINITE ELEMENT MODEL[J];Acta Mechanica Sinica;1992-02
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved