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

Simplified Calculation for the Lowest Symmetrical Vibration Natural Frequency of Arch

JIANG Zhi gang (Department of Civil Engineering,Engineer College,National University of Defense Scienceand Technology,Changsha 410003,China)  
Based on the approximate vibration functions,which meet with the boundary conditions and symmetry of deflection vibration of arch,the simplified equations for calculating the lowest symmetrical vibration natunal frequency are derived by enengy method.When f/l ≥0 2,the frequency results from the simplified method are nearly the same as from finite element method.
【CateGory Index】: TU311.3
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 2 Hits
1 ZHANG De-chen2,SUN Yan-qiu2,XUE Fu-guo3(1.School of Mechanical Engineering and Automation,University of Science and Technology Liaoning,Anshan 114051,China;2.TIEMEI Group Erdos Dongchen Coal Mine Limited Liability Company,Erdos 010300,China;3.Yinkou Northeast Construction Co Ltd,Yinkou 115007,China);Stability and vibration analysis of large arch pipe[J];Journal of University of Science and Technology Liaoning;2008-Z1
2 Zhao Yueyu1 Lao Wenquan2 Feng Rui2 (1.College of Civil Engineering, Hunan University, Changsha 410082,China) (2. Department of Engineering Mechanics, Hunan University, Changsha 410082,China);IN-PLANE NONLINEAR DYNAMIC ANALYSIS OF CIRCULAR ARCHES[J];Journal of Dynamics and Control;2006-02
Chinese Journal Full-text Database 10 Hits
1 ZHAO Qing(Department of Civil Engineering, Anhui Institute of Architecture & Industry, Hefei, 230022, China);IMPACT COEFFICIENT OF THE BEAM BRIDGE AT THE MOVING VEHICLE LOADS[J];Journal of Anhui Institute of Architecture;2004-06
2 ZHAO Qing 1, GAN Fei 2 (1.Department of Civil Engineering, Anhui Institute of Architecture & Industry, Hefei, 230022, China; 2.China Power Engineering Consulting Group Corporation, Beijing, 100011, China);The vibration analysis of the beam bridge at some moving vehicle loads[J];Journal of Anhui Institute of Architecture;2005-01
3 SU Guang_ya,GAO Ri,GUO Wei_wei,XIA He(School of Civil Engineering and Architecture, Northern Jiaotong University, Beijing 100044,China);Free Vibration Analysis of Long-Span Suspension Bridge Scheme and Effects of Structure Parameter[J];Journal of Northern Jiaotong University;2003-01
4 LI Xi1,2,TU Zhong-ren3,GU An-bang1(1.School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China;2.Filiale of Bei-Fang,Expressway Develop Ltd.,Chongqing 401147,China;3.School of River & Ocean Engineering,Chongqing Jiaotong University,Chongqing 400074,China);Wind-Excited Flutter Analysis of Cable-Stayed Bridge with Long Span of Pengxi River[J];Journal of Chongqing Jiaotong University(Natural Science);2007-06
5 Chen Zhongyan(Tongji University,Shanghai);Lateral Wind Effect of Suspension Bridge[J];JOURNAL OF CHONGQING JIAOTONG INSTITUTE;1995-04
6 He Jian, Zhang Shengli;Relative Influence of Anti-drop-beam Device on Earthquake Isolating Bridge under Action of Earthquake[J];Urban Roads Bridges & Flood Control;2006-05
7 Zhang Hui, Gong Li;Disease Diagnosis and Mechanical Performance Study of Double-curve Arch Bridge on Huangshui River[J];Urban Roads Bridges & Flood Control;2006-06
8 Li Ping;Bending Analysis of Characteristic Value of Steel Pipe Concrete Arch Bridge Based on ANASYS[J];Urban Roads Bridges & Flood Control;2008-07
9 Lou Junjie, Ma Minsheng, Qin Yonggang;Study of Stabilizing Characteristics of Deck Single-rib Arch Bridge[J];Urban Roads Bridges & Flood Control;2009-02
10 CHEN Xing ye, YAN Dong huang, RONG Jian hua (Bridge and Structure Eng. Dept., Changsha Comm. Univ., Changsha 410076, China);Geometric Nonlinear Couple Analysis for Long Span Cable-stayed Bridge Girder-tower[J];Journal of Changsha Communications University;2001-04
China Proceedings of conference Full-text Database 10 Hits
1 Zhang Jun Liu Jun Li Wei (The First Engineers Scientific Research Institute of the General Armaments Department,Jiangsu,Wuxi,214035);Dynamic Simulation on a Simply Supported Beam Subjected by Multiply Moving Constant Loads[A];[C];2008
2 Peng Dawen Wang Zhong;The Analysis of Dynamic Character of Arch Bridge of Concrete Filled Steel Tube[A];[C];1997
3 Zhang Shiding Wang Jiying Li Chenggen Zhai Dong;Design and Construction of Taizhou-Yinjiang River Bridge in Ningtong Highway[A];[C];1997
4 Xu Shijie Wang Yuanfeng;Study on Dynamic Interaction of Concrete Filled Steel Tubular Arch-Bridge with Vehicles[A];[C];1999
5 HUANG Chuan-sheng~(1,2) 1.School of Civil Engineering and Architecture,Central South University,Changsha 410075,China; 2.Jiangxi Zhongchang Construction Works Consulting and Supervision Co.,Ltd.,Nanchang 330009,China;Stability analysis and wind-resistant study of CFST arch bridge being erected by integral lifting method[A];[C];2007
6 Liu Chunsheng,Xia Dailin (Changjiang Engineering Geophysical Prospecting Institute,CWRC,Wuhan 430010 China);MODERN TEST TECHNIQUE AND SAFETY ESTIMATION ON ENGINEER STRUCTURE[A];[C];2000
7 Li Yong Sun Chao Chen Baochun;Analysis of Dynamic Character of Shenzhen Beizhan Bridge[A];[C];1999
8 MU Ying-na~1,ZHANG Zhe~1,TANG Zheng-fei~2,MIAO Feng~1 (1 Institute of Bridge Eengineering,Dalian University of Technology,Dalian 116023; 2 Second Corps Seven Squad,China Armed Police Force,Yingtan 335001);Seismic Responses Analysis of A New Cooperative System Bridge[A];[C];2009
9 Yu Yang (Civil Engineering School of Zhejiang Sci-Tech University,Hangzhou City,310018);Impact Factor Analysis of Spring-Supported Beam Traversed By Uniformly Distributed Load[A];[C];2009
10 LIN Peng-zhen,NING Gui-xia,LIU Feng-kui,ZHANG Yuan-hai (Lanzhou Jiaotong University,Lanzhou,Gansu 730070,China);Construction Process and Stability Analysis of Stacked Tied Arch Bridges[A];[C];2006
Chinese Journal Full-text Database 10 Hits
1 DUAN Hai-juan 1,ZHOU Yi-yun 1,SU Guo-shao 2 (1.School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China; 2.School of Civil Engineering,Guangxi University,Nanning 530004,China);3D curved-beam element for geometrically nonlinear analysis of arch structure[J];Building Science Research of Sichuan;2002-02
2 Xu Jinhua\ \ Wang Xiangjian (Department of Bridge Engineering,Chongqing Jiaotong Institute 400074);Travelling Wave Seismic Response of Long Span Arch Bridges[J];JOURNAL OF CHONGQING JIAOTONG INSTITUTE;1998-02
3 OU Jin-ping; GUAN Xin-chun (Harbin University of Civil Engineering and Architecture, Harbin 150008);State-of-the-art of smart structural systems in civil engineering[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;1999-02
4 LI Hong nan, LI Dong sheng(Dalian University of Technology, Dalian 116024, China);Safety assessment, health monitoring and damage diagnosis for structures in civil engineering[J];Earthquake Engineering and Engineering Vibration;2002-03
5 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
6 Zhao Yueyu1 Feng Rui2 Lao Wenquan2 Wang Lianhua1 (1.Civil engineering of hunan university,hunan,changsha 410082,China) (2.Mechanics engineering Department of hunan university,hunan,changsha 410082,China);NONLINEAR KINEMATIC EQUATION OF SPATIAL CURVED BEAM[J];Journal of Dynamics and Control;2005-04
7 You Qingchong 1 Zheng Zhenfei 2 ( 1Fujian CFC Corporation, Fuzhou, 350013) ( 2Department of Civil and Architectural Engineering, Fuzhou University, Fuzhou, 350002);Grillage Analytical Method of Closed Cercular Beam-and-Slab Bridge[J];JOURNAL OF FUZHOU UNIVERSITY(NATURAL SCIENCES EDTION);1996-04
8 SUN Chao, CHEN Bao-chun (College of Civil and Architectural Engineering,Fuzhou University,Fujian Fuzhou 350002,China);Static Analysis of Shenzhen Beizhan Bridge[J];JOURNAL OF FUZHOU UNIVERSITY(NATURAL SCIENCES EDTION);1999-03
9 ZHONG Xin-gu; ZENG Qing-yuan; DAI Gong-lian(Xiantan polytechnic University Hunan 41201, 2. Changsha Railway University Changsha 410075);ANALYSIS OF THE ULTMATE LOAD OF ON-PLANE PRESTRESSED CONCRETE BOX GIRDER TIED ARCH BRIDGE[J];ENGINEERING MECHANICS;1999-05
10 CHEN Bao-chun;CHEN You-jie (College of Civil Engineering and Architecture,Fuzhou University, Fuzhou 350002);EXPERIMENTAL STUDY ON MECHANIC BEHAVIORS OF CONCRETE-FILLED STEEL TUBULAR are ARCH UNDER IN PLANE LOADS[J];ENGINEERING MECHANICS;2000-02
【Secondary References】
Chinese Journal Full-text Database 4 Hits
1 YE Fa-lin1,CHEN Xiu-li2,LIU Qi-kuan1(1.Dept.of Math.& Information Science,CUIT,Chengdu 610225,China;2.Sichuan Professional College of Finance & Economics,Chengdu 610100,China);Chaotic behavior of forth-order elastic arch with two hinge supports[J];Journal of Chengdu University of Information Technology;2008-06
2 Qian Changzhao1 Li Ke-an2(1.College of Bridge and Structure Engineering,Changsha University 0f Science and Technology,Changsha,410076)(2.Department of Mechanical and Electric Engineering,Hunan Institute of Science and Technology,Yueyang,411400);DYNAMICS ANALYSIS FOR COUPLED PENDULUM AND BEAM SYSTEM[J];Journal of Dynamics and Control;2006-04
3 Zhao Yueyu1,2 Wang Tao1 Kang Houjun1(1.College of Mechanics and Aerospace,Hunan University,Changsha 410082,China)(2.College of Civil Engineering,Hunan University,Changsha 410082,China);ANALYSIS OF THE STABILITY OF PRINCIPAL PARAMETRIC RESONANCE OF STAYED-CABLE[J];Journal of Dynamics and Control;2008-02
4 WU Zu-lie1,LI Shi-ya1,DU Chang-cheng2,LI Ying-hui2 (1.Key Lab.of Bridge-Structure Eng.of Ministry of Communications,Chongqing Jiaotong Univ.,Chongqing 400074,China;2.Dept.of Applied Mechanics and Eng.,Southwest Jiaotong Univ.,Chengdu 610031, China);The Chaotic Behavior of Parabolic Elastic Arch with Two Hinge Supports[J];Journal of Sichuan University(Engineering Science Edition);2007-04
China Proceedings of conference Full-text Database 1 Hits
1 CHENG Xuansheng,SU Jiaxuan (School of Civil Engineering,Lanzhou University of Technology,Lanzhou 730050,China);Vibration Characteristic Analysis of Circular Arch Steel Truss[A];[C];2009
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved