Nonlinear Static Analysis for Frame2shear2wall Structures
|
|
- Austen Edwards
- 5 years ago
- Views:
Transcription
1 Earthquake Resistant Engineering and Retrofitting Vol130,No16 Dec [] (2008) ,, (,100084) [ ],,, Chopra, MPA MPA,18,,MPA,,MPA [ ] ;;;; [] TU375 ; TU313 [] A Nonlinear Static Analysis for Frame2shear2wall Structures Miao Zhi2wei, Ye Lie2ping, Lu Xin2zheng ( Tsinghua University, Key Laboratory of Structural Engineering and Vibration of China Education Ministry, Beijing , China) Abstract:Nonlinear static analysis (or pushover analysis) has been widely used recently as a simplified method to evaluate the structural seismic performance and estimate inelastic structural responses under severe ground motions. But most traditional pushover procedures, which have fixed lateral load patterns that are major based on first structural modal, can not reflect the effect of the higher modal on the structural dynamic response. To overcome this problem, Chopra et al. has proposed a new pushover procedure which is referred as modal pushover analysis (MPA) based on the modal decoupling response spectrum method to consider the effect of the higher mode. Currently, most MPA research is focused on frame structures. In this paper, the problem of MPA when it is implemented in frame2shear2wall structures is high lighted together with proposed solution method. An eighteen2story reinforced concrete frame2shear2wall structure is used as an example to benchmark the accuracy of traditional pushover method and MPA method. The structural responses with MPA method and traditional pushover methods are compared with the results of incremental nonlinear dynamic time history analysis, which shows that MPA procedure gives better prediction for inelastic responses of the structure. Keywords :nonlinear static analysis ; nonlinear time history analysis ; Modal Pushover Analysis ; reinforced concrete ; frame2shear2wall structure 1 Π,,, ( Pushover ) [] [] (JC ) ATC240,FEMA [12 ], GB [3 ] Pushover ATC240 [1 ],,,, Pushover,, Earthquake Resistant Engineering and Retrofitting Vol130,No
2 [3,5,6 ],Chopra, (Modal Pushover Analysis, MPA ) [7 ] MPA, Pushover,,,,MPA [79 ],MPA,,, -,,MPA 18,MPA, (incremental nonlinear dynamic time history analysis, IDA ), Pushover MPA,,MPA Pushover 2 [3 ],PKPM 18 1, 415m, 316m, 6517m,8,,, 810kNΠm 2,210kNΠ m 2,1 9 C40,10 18 C35 ;C30 HRB400, HRB335, HPB s 0153s 0122s,1 68 %,2 85 %,3 92 % 1, Y,Y, Y,8,6,- 1157,, 2,,, 1 3 Pushover MPA MSC1MARC [10 ] [10 ] 2, Rayleigh,5 % Pushover, 2 : (1) ; (2) ( SRSS ) [2 ], Earthquake Resistant Engineering and Retrofitting December 2008
3 30 6,: 43 1 (mm) (mm mm) (mm 2 ) ( mm 2 ) (mm mm) (mm 2 ) (C40) 1452 (C40) (C30) (C35) 1452 (C35) (C30) Pushover, MPA,: i i Pushover, i (SDOF ),i SDOF,i SDOF,i SDOF,T p i, i SDOF,T i MPA [7 ],T p i T i, 1,T p1 = T 1,2 3,T p2 T p3 T 2 T MPA T p1 T p2 T p3 T 1 T 2 T 3 [11 ], K p i K i MPA 2 MPA T i (s) MPA T p i (s) ( %) Earthquake Resistant Engineering and Retrofitting Vol130,No
4 ,MPA,, i { < i }MPA,i,L i (1),, [ m ], s,{ l i } i,,,,mpa [7 ], T i T p i L i = [ m ]{ < i } s = { l i } s (1),,,,, Pushover,,(1), { < i }, i,, MPA,MPA,, SDOF T p i T i, 2, 2 3,T p2 T p3 T 2 T 3, MPA,,, MPA,T p i T i 3, 2 3 MPA T i (s) MPA T p i (s) ( %) ,,,, 2 3 T i,,,,,,,, Pushover MPA,,P2 4,,,, ( Incremental Dynamic Analysis, IDA, (Dynamic Pushover) [12 ] IDA,, IDA, Pushover MPA 5 (United States Geological Survey,USGS),4,S1 S2 S3 S4, 750mΠs mΠs mΠs 180mΠs S2 Earthquake Resistant Engineering and Retrofitting December 2008
5 30 6,: 45,S2 10 ( 4) IDA 10,, PGA,,PGA 10, [8,12 ], S a ( T 1 ), S a ( T 1 ) IDA T 1 = 2120s,,S a ( T 1 ) = 0136mΠs 2, S a ( T 1 ) = 1101mΠs 2, S a ( T 1 ) = 2101mΠs 2, S a ( T 1 ) 012mΠs mΠs 2, 0125mΠs 2,, 4 10 PGA (g) PGV (cmπs) PGD (cm) Friuli, Italy 1976Π09Π15 03 : Forgaria Cornino Landers 1992Π06Π28 11 : Joshua Tree Livermore 1980Π01Π27 02 :33 57T02 Livermore2Morgan Terr Park Loma Prieta 1989Π10Π18 00 : Saratoga2W Valley Coll S2 Morgan Hill 1984Π04Π24 21 : Gilroy Array # Northridge 1994Π01Π17 12 : N. Hollywood2Coldwater Can Parkfield 1966Π06Π28 04 : Temblor pre San Fernando 1971Π02Π09 14 : Castaic2Old Ridge Route Victoria, Mexico 1980Π06Π09 03 : Cerro Prieto Whittier Narrows 1987Π10Π01 14 : N Hollywood2Coldwater Can : http :ΠΠpeer. berkeley. eduπsmcatπindex. html 6, 10 ( ),,MPA Pushover 611,, 1,5,9,12,15,18,3, 10, Pushover MPA (3 (a) ), Pushover, Pushover MPA,,,MPA,,MPA 3 5 (3 ( b) ), SRSS Pushover,Pushover MPA,,, MPA 3 Earthquake Resistant Engineering and Retrofitting Vol130,No
6 (3 ( c) ), SRSS Pushover,Pushover MPA 3,, 20 %,MPA 3,3 12 (3 (d) ),Pushover, Earthquake Resistant Engineering and Retrofitting December 2008
7 30 6,: 47 Pushover,SRSS Pushover, 30 %MPA,,,,, 18 %,,MPA (3 (e) 3 (f) ), 12,MPA 20 %, Pushover,,MPA 3,3,, MPA Pushover,MPA [3 ], 70gal 200gal 400gal ( ), S a ( T 1 ) 0136mΠs mΠs mΠ s S a ( T 1 ) 0136mΠs 2 (), Pushover, SRSS Pushover,,, MPA,,, S a ( T 1 ) 1101mΠs 2 (), Pushover, SRSS Pushover,, MPA,,,, Pushover S a ( T 1 ) 2101mΠs 2 (), Pushover, SRSS Pushover,, MPA,,,Pushover,MPA,,,Pushover,MPA S a ( T 1 ) 0136mΠs mΠs mΠs 2, S a ( T 1 ) 0136mΠs mΠs 2 ( ),, Pushover, MPA ; Earthquake Resistant Engineering and Retrofitting Vol130,No
8 , SRSS Pushover, S a ( T 1 ) 2101mΠs 2 (),,MPA,Pushover, S a ( T 1 ) 0136mΠs mΠs mΠs 2,,,Pushover,MPA 3, 7 18 Pushover MPA, : (1) MPA,, MPA, Pushover, (2),MPA 6 Pushover, (3) MPA,, (4) MPA 3,, 3 ( 54 ) Earthquake Resistant Engineering and Retrofitting December 2008
9 ,, (3),, (4),,, : [ 1 ] Spacone E, Ciampi V, Filliou F C. Mixed formulation of nonlinear beam finite element [J ]. Computers & Structures, 1996, 58 (1) :7183 [ 2 ] Menegotto M, Pinto P E. Method of analysis for cyclically loaded reinforced concrete plane frames including changes in geometry and nonelastic behavior of elements under combined normal force and bending [ C ]. Proc., IABSE Symp. on Resis2tance and Ultimate Deformability of Struct. Acted on by Well Defined Repeated Loads,1973 :1522 [ 3 ] Spacone E, Filippou F C,Taucer F F. Fiber beam2column model for nonlinear analysis of RC frames. I: Formulation [J ]. Earthquake Engrg. and Struct. Dyn., 1996,25 (7) : [ 4 ] Neuenhofer A,Filippou F C. Evaluation of Nonlinear Frame Finite2Element Models[J ]. J. Struct. Eng.,1997,123 (7) : [ 5 ] Hjelmstad K D, Taciroglu E. Variational Basis of Nonlinear Flexibility Methods for Structural Analysis of Frames [ J ]. Journal of Engineering Mechanics,2005,131(11) : [ 6 ],,. [J ].,1990,23 (4) :214 [ 7 ],. [J ].,1995,16 (3) : 5965 [ 8 ]. [J ].,2005,22 (3) : [ 9 ]. [D]. :,2007 [10 ] Yu2Fei Wua, Deric J Oehlers, Michael C Griffith. Rational definition of the flexural deformation capacity of RC column sections[j ]. Engineering Structures,2004,26 : [11 ]. [M]. :,1981 [] com ( 48 ) : [ 1 ] ATC. ATC240. Seismic evaluation and retrofit of concrete buildings [ S ]. Red Wood City, Califonia : Applied Technology Council, 1996 [ 2 ] FEMA273, FEMA274, FEMA356, NEHRP guidelines for the seismic rehabilitation of buildings[ S]. Washington D. C. : Federal Emergency Management Agency, 1996 [ 3 ] GB ,[ S] [ 4 ],. Π [J ].,2000,30(6) : 2326 [ 5 ],. [J ].,2001,17 (5) :813 [ 6 ],. Pushover [J ].,2004,24 (3) : 8997 [ 7 ] Anil K Chopra, Rakesh K Goel. A modal pushover analysis procedure for estimating seismic demands for buildings[j ]. Earthquake Engng Struct. Dyn. 2002,31 (3) : [ 8 ] Sang Whan Han, Anil K Chopra. Approximate incremental dynamic analysis using the modal pushover analysis procedure[j ]. Earthquake Engng Struct. Dyn. 2006, 35 (15) : [ 9 ],,. pushover [J ].,2006,26(6) : 5055 [10 ],,. [J ].,2006,23(z2) : [11 ],. [J ].,2006, 23 (8) : 6973 [12 ] Dimitrios Vamvatsikos, C. Allin Cornell. Incremental dynamic analysis [ J ]. Earthquake Engng Struct. Dyn. 2002, 31 (3) : [] (1981),,,,E2mail thu. edu. cn Earthquake Resistant Engineering and Retrofitting December 2008
Application of pushover analysis in estimating seismic demands for large-span spatial structure
28 September 2 October 2009, Universidad Politecnica de Valencia, Spain Alberto DOMINGO and Carlos LAZARO (eds.) Application of pushover analysis in estimating seismic demands for large-span spatial structure
More informationAPPLICATION OF PUSHOVER ANALYSIS ON EARTHQUAKE RESPONSE PREDICATION OF COMPLEX LARGE-SPAN STEEL STRUCTURES
APPLICATION OF PUSHOVER ANALYSIS ON EARTHQUAKE RESPONSE PREDICATION OF COMPLEX LARGE-SPAN STEEL STRUCTURES J.R. Qian 1 W.J. Zhang 2 and X.D. Ji 3 1 Professor, 3 Postgraduate Student, Key Laboratory for
More informationApplicability of Nonlinear Static Procedures to RC Moment-Resisting Frames
Applicability of Nonlinear Static Procedures to RC Moment-Resisting Frames Michalis Fragiadakis 1, Dimitrios Vamvatsikos 2, and Mark Aschheim 3 1 Post-doctoral Scholar, University of Cyprus, Nicosia, Cyprus,
More informationAdaptive Pushover Analysis of Irregular RC Moment Resisting Frames
Kalpa Publications in Civil Engineering Volume 1, 2017, Pages 132 136 ICRISET2017. International Conference on Research and Innovations in Science, Engineering &Technology. Selected papers in Civil Engineering
More informationNon-Linear Seismic Analysis of Multi-Storey Building
Non-Linear Seismic Analysis of Multi-Storey Building Uzair Khan 1 1 M.Tech (Structural & Construction Engineering) Department of Civil Engineering, National Institute of Technology, Jalandhar. Hina Gupta
More informationA CASE STUDY CONSIDERING A 3-D PUSHOVER ANALYSIS PROCEDURE
ABSTRACT : A CASE STUDY CONSIDERING A 3-D PUSHOVER ANALYSIS PROCEDURE W. Huang 1 and P. L. Gould 2 1 KPFF Consulting Engineers, Los Angeles, CA, USA 2 Professor, Washington University, Saint Louis, MO,
More informationPushover Analysis Of Steel Frames Welcome To Ethesis
We have made it easy for you to find a PDF Ebooks without any digging. And by having access to our ebooks online or by storing it on your computer, you have convenient answers with pushover analysis of
More informationPushover Analysis of 4 Storey s Reinforced Concrete Building
Pushover Analysis of 4 Storey s Reinforced Concrete Building Kavita Golghate Student, Department of Civil Engineering Vijay Baradiya Associate Professor, Department of Civil Engineering Amit Sharma Associate
More informationPushover Analysis of G+3 Reinforced Concrete Building with soft storey
IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) e-issn: 2278-1684,p-ISSN: 2320-334X, Volume 11, Issue 4 Ver. I (Jul- Aug. 2014), PP 25-29 Pushover Analysis of G+3 Reinforced Concrete Building
More informationEquivalent SDOF Systems to Simulate MDOF System Behavior
Equivalent SDOF Systems to Simulate MDOF System Behavior Erol Kalkan PEER-GMSM, Berkeley Aug- How to find equivalent SDOF systems via Pushover analysis: MDOF system seismic behavior can be approximated
More informationPUSHOVER ANALYSIS OF STEEL STRUCTURE Santosh shet 1, Dr.Akshatha shetty 2 1
PUSHOVER ANALYSIS OF STEEL STRUCTURE Santosh shet 1, Dr.Akshatha shetty 2 1 P.G Student, NMAMIT Engineering college Nitte Karkala, Karnataka,India 2 Assistant Professor NMAMIT Engineering college Nitte
More informationThe Adequacy of Pushover Analysis to Evaluate Vulnerability of Masonry Infilled Steel Frames Subjected to Bi-Directional Earthquake Loading
The Adequacy of Pushover Analysis to Evaluate Vulnerability of Masonry Infilled Steel Frames Subjected to Bi-Directional Earthquake Loading B.Beheshti Aval & M. Mohammadzadeh K.N.Toosi University of Technology,
More informationDEVELOPMENT AND VERIFICATION OF A FULLY ADAPTIVE PUSHOVER PROCEDURE
Published by Elsevier Science Ltd. All rights reserved 12 th European Conference on Earthquake Engineering Paper Reference 822 DEVELOPMENT AND VERIFICATION OF A FULLY ADAPTIVE PUSHOVER PROCEDURE S. Antoniou
More informationPushover analysis with ZSOIL taking soil into account. Stéphane Commend GeoMod Ing. SA, Lausanne
Pushover analysis with ZSOIL taking soil into account Stéphane Commend GeoMod Ing. SA, Lausanne scommend@geomod.ch Contents Motivation Why pushover? Why take soil into account? Brief recall of pushover
More informationPushover Analysis of Water Tank Staging
Pushover Analysis of Water Tank Dhiraj Virkhare 1, Prof. Laxmikant Vairagade 2, Vikrant Nair 3 1 P.G. Student, Civil Engineering Department, G.H.R.A.E.T Nagpur, Maharashtra, India 2Assistant Professor,
More informationSeismic Response of Skewed RC Box-Girder Bridges
Seismic Response of ed RC Box-Girder Bridges Gokhan Pekcan 1 and Ahmed Abdel-Mohti 2 1 Assistant Prof., Department of Civil and Environmental Engineering, University of Nevada Reno, NV 89557. 2 Graduate
More informationA DISPLACEMENT-BASED ADAPTIVE PUSHOVER FOR SEISMIC ASSESSMENT OF STEEL AND REINFORCED CONCRETE BUILDINGS ABSTRACT
8 th US National Conference in Earthquake Engineering, San Francisco, US, 17 th 1 st April 6 Paper No. 171 A DISPLACEMENT-BASED ADAPTIVE PUSHOVER FOR SEISMIC ASSESSMENT OF STEEL AND REINFORCED CONCRETE
More informationSTRUCTURAL PUSHOVER ANALYSIS
STRUCTURAL PUSHOVER ANALYSIS Contents 1 Problem Description 2 2 Data Preparation 3 2.1 Project creation 3 2.2 Pre-processing 4 2.3 Material definition 14 2.4 Analysis and drivers definition 18 3 Calculation
More informationSYSTEM IDENTIFICATION AND RESPONSE ANALYSIS OF RC HIGH-RISE BUILDINGS UNDER SUCCESSIVE EARTHQUAKES
SYSTEM IDENTIFICATION AND RESPONSE ANALYSIS OF RC HIGH-RISE BUILDINGS UNDER SUCCESSIVE EARTHQUAKES Muhammad Rusli MEE54 Supervisor: Taiki SAITO ABSTRACT System identification was performed to two RC high-rise
More information[Barve, 4(7): July, 2015] ISSN: (I2OR), Publication Impact Factor: 3.785
IJESRT INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY PARAMETRIC STUDY TO UNDERSTAND THE SEISMIC BEHAVIOUR OF INTZE TANK SUPPORTED ON SHAFT Prasad S. Barve *, Ruchi P. Barve * Civil
More informationSTRUCTURAL HEALTH DIAGNOSIS USING SOFT COMPUTING TECHNIQUE FOR CABLE-STAYED BRIDGE AFTER EARTHQUAKE
STRUCTURAL HEALTH DIAGNOSIS USING SOFT COMPUTING TECHNIQUE FOR CABLE-STAYED BRIDGE AFTER EARTHQUAKE Chu-Chieh Jay Lin, Chien-Chou Chen 2 Associate Research Fellow, Center for Research on Earthquake Engineering
More informationQuantifying Mainshock Aftershock Collapse Probabilities for Woodframe Buildings. John W. van de Lindt and Negar Nazari The University of Alabama
Quantifying Mainshock Aftershock Collapse Probabilities for Woodframe Buildings John W. van de Lindt and Negar Nazari The University of Alabama Yue Li Michigan Technological University Aftershocks Great
More informationmidas Gen V.741 Enhancements Analysis & Design Part
V.741 Enhancements Part Concrete / Steel pushover analysis & safety verification as per Eurocode 8-3: 2004 Masonry pushover analysis & global assessment as per OPCM3431 Lateral-Torsional Buckling Analysis
More informationRELIABILITY ASSESSMENT, STATIC AND DYNAMIC RESPONSE OF TRANSMISSION LINE TOWER: A COMPARATIVE STUDY
RELIABILITY ASSESSMENT, STATIC AND DYNAMIC RESPONSE OF TRANSMISSION LINE TOWER: A COMPARATIVE STUDY Yusuf Mansur Hashim M. Tech (Structural Engineering) Student, Sharda University, Greater Noida, (India)
More informationA Study of Valve Design Procedure in Hermetic Compressor
Purdue University Purdue e-pubs International Compressor Engineering Conference School of Mechanical Engineering 1992 A Study of Valve Design Procedure in Hermetic Compressor S. O. Cho Goldstar Company
More informationEffect of Depth of Periphery Beams on Behavior of Grid Beams on Grid Floor
International Journal of Current Engineering and Technology E-ISSN 2277 4106, P-ISSN 2347 5161 2015 INPRESSCO, All Rights Reserved Available at http://inpressco.com/category/ijcet Research Article Effect
More informationFinite Element Modal Analysis of Twin Ball Screw Driving Linear Guide Feed Unit Table
2016 3 rd International Conference on Mechanical, Industrial, and Manufacturing Engineering (MIME 2016) ISBN: 978-1-60595-313-7 Finite Element Modal Analysis of Twin Ball Screw Driving Linear Guide Feed
More informationCapacity Assessment of a Transmission Tower under Wind Loading
Western University Scholarship@Western Electronic Thesis and Dissertation Repository August 2013 Capacity Assessment of a Transmission Tower under Wind Loading Thomas G. Mara The University of Western
More informationCalibration and Validation of the Shell Fatigue Model Using AC10 and AC14 Dense Graded Hot Mix Asphalt Fatigue Laboratory Data
Article Calibration and Validation of the Shell Fatigue Model Using AC10 and AC14 Dense Graded Hot Mix Asphalt Fatigue Laboratory Data Mofreh Saleh University of Canterbury, Private Bag 4800, Christchurch,
More informationOverview of FEMA P-58 (ATC-58) Damage/Loss Methodology and Plans for Enabling Commercial Software
1 Overview of FEMA P-58 (ATC-58) Damage/Loss Methodology and Plans for Enabling Commercial Software Curt B. Haselton, PhD, PE CSU, Chico Jack W. Baker, PhD Stanford University Overview of FEMA P-58 2 P-58
More informationWind effects on tall building frames-influence of dynamic parameters
Indian Journal of Science and Technology Vol. 3 No. 5 (May 21) ISSN: 974-6846 583 Wind effects on tall building frames-influence of dynamic parameters B. Dean Kumar 1 and B.L.P. Swami 2 1 Department of
More informationSeismic performance of partially submerged R.C. caissons used in port structures
Proceedings of the 9th International Conference on Structural Dynamics, EURODYN 214 Porto, Portugal, 3 June - 2 July 214 A. Cunha, E. Caetano, P. Ribeiro, G. Müller (eds.) ISSN: 2311-92; ISBN: 978-972-752-165-4
More informationThe Collapse Analysis of A Transmission Tower Under Wind Excitation
Send Orders for Reprints to reprints@benthamscience.net The Open Civil Engineering Journal, 2014, 8, 136-142 136 Open Access The Collapse Analysis of A Transmission Tower Under Wind Excitation Li Tian
More informationCritical Gust Pressures on Tall Building Frames-Review of Codal Provisions
Dr. B.Dean Kumar Dept. of Civil Engineering JNTUH College of Engineering Hyderabad, INDIA bdeankumar@gmail.com Dr. B.L.P Swami Dept. of Civil Engineering Vasavi College of Engineering Hyderabad, INDIA
More informationDYNAMIC RESPONSE ANALYSIS OF THE SECOND SAIKAI BRIDGE A CONCRETE FILLED TUBULAR (CFT) ARCH BRIDGE-
Arch Bridges ARCH 04 P. Roca and E. Oñate (Eds) CIMNE, Barcelona, 2004 DYNAMIC RESPONSE ANALYSIS OF THE SECOND SAIKAI BRIDGE A CONCRETE FILLED TUBULAR (CFT) ARCH BRIDGE- K. Takahashi *, Q. Wu *, M. Yoshimura,
More informationSEISMIC RESPONSE ANALYSIS OF THE LARGE BRIDGE PIER SUPPORTED BY GROUP PILE FOUNDATION CONSIDERING THE EFFECT OF WAVE AND CURRENT ACTION
October 2-7, 28, Beijing, China SEISMIC RESPONSE ANALYSIS OF THE LARGE BRIDGE PIER SUPPORTED BY GROUP PILE FOUNDATION CONSIDERING THE EFFECT OF WAVE AND CURRENT ACTION BAI De-gui,2, CHEN Guo-xing and WANG
More informationStudy to Establish Relations for the Relative Strength of API 650 Cone Roof Roof-to-Shell and Shell-to- Bottom Joints
Thunderhead Engineering Consultants I N C O R P O R A T E D 1006 Poyntz Ave. Manhattan, KS 66502-5459 785-770-8511 www. thunderheadeng.com Study to Establish Relations for the Relative Strength of API
More informationResearch on Shear Test methods of bonded steel bolts
Research on Shear Test methods of bonded steel bolts *Quan Xueyou 1), Li Xiongsong 2) and Luo Chujie 2) 1), 2) School of Civil Engineering, Chongqing University 1), 2) Key Laboratory of New Technology
More informationHermetic Compressor Manifold Analysis With the Use of the Finite Element Method
Purdue University Purdue e-pubs International Compressor Engineering Conference School of Mechanical Engineering 2008 Hermetic Compressor Manifold Analysis With the Use of the Finite Element Method Rinaldo
More informationEngineering Practice on Ice Propeller Strength Assessment Based on IACS Polar Ice Rule URI3
10th International Symposium on Practical Design of Ships and Other Floating Structures Houston, Texas, United States of America 2007 American Bureau of Shipping Engineering Practice on Ice Propeller Strength
More informationMulti-directional Vibration Analysis of Cricket bats
Multi-directional Vibration Analysis of Cricket bats Sabu John & Zhu Bang Li RMIT University, Department of Mechanical & Manufacturing Engineering, Bundoora East Campus, Bundoora, Vic. 3083, Australia.
More informationModal Analysis of Barrels for Assault Rifles
PROBLEMS OF MECHATRONICS ARMAMENT, AVIATION, SAFETY ENGINEERING ISSN 2081-5891 2 (8), 2012, 7-16 Modal Analysis of Barrels for Assault Rifles Peter LISÝ, Mário ŠTIAVNICKÝ Academy of the Armed Forces of
More informationSEISMIC SHUTOFF CHARACTERISTICS OF INTELLIGENT GAS METERS FOR INDIVIDUAL CUSTOMERS IN JAPAN
The Tenth East Asia-Pacific Conference on Structural Engineering and Construction August 3-5, 26, Bangkok, Thailand SEISMIC SHUTOFF CHARACTERISTICS OF INTELLIGENT GAS METERS FOR INDIVIDUAL CUSTOMERS IN
More informationWind Action Effects on Mixed Reinforced Concrete Structures in Non Seismic Zones
EUROPEAN ACADEMIC RESEARCH Vol. III, Issue 7/ October 2015 ISSN 2286-4822 www.euacademic.org Impact Factor: 3.4546 (UIF) DRJI Value: 5.9 (B+) Wind Action Effects on Mixed Reinforced Concrete Structures
More informationTitle. Author(s)HOSSEINI, M.; FARSHADMANESH, P. Issue Date Doc URL. Type. Note. File Information
Title EVALUATING THE EFFECT OF MULTIPLE VERTICAL ORTHOGONA PHENOMENON IN RECTANGULAR TANKS SUBJECTED TO 3-DIMEN EXCITATIONS Author(s)HOSSEINI, M.; FARSHADMANESH, P. Issue Date 2013-09-11 Doc URL http://hdl.handle.net/2115/54196
More informationVibration Analysis and Test of Backup Roll in Temper Mill
Sensors & Transducers 2013 by IFSA http://www.sensorsportal.com Vibration Analysis and Test of Backup Roll in Temper Mill Yuanmin Xie College of Machinery and Automation, Wuhan University of Science and
More informationDynamic Characteristics of the End-effector of a Drilling Robot for Aviation
International Journal of Materials Science and Applications 2018; 7(5): 192-198 http://www.sciencepublishinggroup.com/j/ijmsa doi: 10.11648/j.ijmsa.20180705.14 ISSN: 2327-2635 (Print); ISSN: 2327-2643
More informationFEA case Study: Rubber expansion joint for piping systems
FEA case Study: Rubber expansion joint for piping systems Introduction The FEA Toolbox of Taniq makes it possible to simulate the behavior of a pipe expansion joint accurately under several load cases.
More informationAlong and Across Wind Loads Acting on Tall Buildings
Along and Across Wind Loads Acting on Tall Buildings Aiswaria G. R* and Dr Jisha S. V** *M Tech student, Structural Engineering, Mar Baselios College of Engineering and Technology, Kerala aiswariagr@gmail.com
More informationSession 1. Pushover Analysis of a Torsionally Eccentric Cellular Abutment. Date 11/03/ PM 4 PM Eastern Time
Session 1 Pushover Analysis of a Torsionally Eccentric Cellular Abutment Date 11/03/2016 3 PM 4 PM Eastern Time Today s Presenter: Jon Emenheiser, PE Copyright Materials This presentation is protected
More informationSOIL-STRUCTURE INTERACTION ANALYSIS OF THE MANHATTAN BRIDGE FOUNDATIONS
10NCEE Tenth U.S. National Conference on Earthquake Engineering Frontiers of Earthquake Engineering July 21-25, 2014 Anchorage, Alaska SOIL-STRUCTURE INTERACTION ANALYSIS OF THE MANHATTAN BRIDGE FOUNDATIONS
More informationModal Analysis of Propulsion Shafting of a 48,000 tons Bulk Carrier
Modal Analysis of Propulsion Shafting of a 48,000 tons Bulk Carrier Zixin Wang a Dalian Scientific Test and Control Technology Institute. 16 Binhai Street. Dalian, 116013, China. Abstract a wangzixin_1@163.com
More informationStress and deformation of offshore piles under structural and wave loading
Stress and deformation of offshore piles under structural and wave loading Author Eicher, Jackie, Guan, Hong, Jeng, Dong-Sheng Published 2003 Journal Title Ocean Engineering DOI https://doi.org/10.1016/s0029-8018(02)00031-8
More informationFinite Element Analysis of Offshore Jacket Affected by Marine Forces
Bulletin of Environment, Pharmacology and Life Sciences Bull. Env.Pharmacol. Life Sci., Vol 4 [Spl issue 1] 2015: 152-159 2014 Academy for Environment and Life Sciences, India Online ISSN 2277-1808 Journal
More informationPHASE 1 WIND STUDIES REPORT
PHASE 1 WIND STUDIES REPORT ENVIRONMENTAL STUDIES AND PRELIMINARY DESIGN FOR A SUICIDE DETERRENT SYSTEM Contract 2006-B-17 24 MAY 2007 Golden Gate Bridge Highway and Transportation District Introduction
More informationDynamics of the bubble near a triangular prism array
Dynamics of the bubble near a triangular prism array 1,2 Yuning Zhang*; 1,2 Shida Li; 1,2 Yongxue Zhang; 3 Yuning Zhang 1 College of Mechanical and Transportation Engineering, China University of Petroleum-Beijing,
More informationTitle Tsunami during 2011 East Japan Eart. The final publication is available より本文ファイルは に公開.
Title Combined Failure Mechanism of a Bre Tsunami during 2011 East Japan Eart Author(s) Iai, Susumu Citation Geotechnical, Geological and Earthq 37: 177-186 Issue Date 2015-04-16 URL http://hdl.handle.net/2433/198459
More informationAerodynamic Shape Design of the Bow Network Monitoring Equipment of High-speed Train
2017 2nd International Conference on Industrial Aerodynamics (ICIA 2017) ISBN: 978-1-60595-481-3 Aerodynamic Shape Design of the Bow Network Monitoring Equipment of High-speed Train Wang Zhe and Ji Peng
More informationSoil-Structure Interaction Analysis for Bridge Caisson Foundation
Missouri University of Science and Technology Scholars' Mine International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics 2010 - Fifth International Conference
More informationSTRESS ANALYSIS OF BICYCLE PADDLE AND OPTIMIZED BY FINITE ELEMENT METHOD. S. Abeygunasekara 1, T. M. M. Amarasekara 2
- 96 - STRESS ANALYSIS OF BICYCLE PADDLE AND OPTIMIZED BY FINITE ELEMENT METHOD S. Abeygunasekara 1, T. M. M. Amarasekara 2 1 Faculty of Engineering & Technology, Colombo International Nautical Engineering
More informationGeometry Modification For Minimizing The Aeroelastics Effect
Geometry Modification For Minimizing The Aeroelastics Effect Fariduzzaman a, Subagyo a, Fadilah Hasim a and Matza Gusto Andika a a Aero-Gas dynamics and Vibration Laboratory (LAGG), BPPT, PUSPIPTEK, Serpong
More informationINNOSEIS WORK PACKAGE 2 DELIVERABLE 2.2
European Commission Research Programme of the Research Fund for Coal and Steel INNOSEIS Valorization of innovative anti-seismic devices WORK PACKAGE 2 DELIVERABLE 2.2 Validation of q-factors for innovative
More informationV-H-M Yield Surface describing Soil Structure Interaction of Sub-sea Structures and Wind Turbines on Caisson Foundations in Soft Clays
NGM 2016 Reykjavik Proceedings of the 17 th Nordic Geotechnical Meeting Challenges in Nordic Geotechnic 25 th 28 th of May V-H-M Yield Surface describing Soil Structure Interaction of Sub-sea Structures
More informationNumerical simulation and analysis of aerodynamic drag on a subsonic train in evacuated tube transportation
Journal of Modern Transportation Volume 20, Number 1, March 2012, Page 44-48 Journal homepage: jmt.swjtu.edu.cn DOI: 10.1007/BF03325776 1 Numerical simulation and analysis of aerodynamic drag on a subsonic
More informationAnalysis and realization of synchronized swimming in URWPGSim2D
International Conference on Manufacturing Science and Engineering (ICMSE 2015) Analysis and realization of synchronized swimming in URWPGSim2D Han Lu1, a *, Li Shu-qin2, b * 1 School of computer, Beijing
More informationCHAPTER 2. Initial Experimental Testing Program
CHAPTER 2 Initial Experimental Testing Program 2.1 OVERVIEW OF INITIAL EXPERIMENTAL TESTING PROGRAM Amsteel II, a double-braided rope constructed from high-molecular-weight polyethylene (HMWPE) fibers,
More informationEMA and Other Dynamic Testing of a 2-Span Prestressed Concrete Floor. Tuan Nguyen, Nicholas Haritos, Emad Gad and John Wilson
EMA and Other Dynamic Testing of a 2-Span Prestressed Concrete Floor Tuan Nguyen, Nicholas Haritos, Emad Gad and John Wilson INTRODUCTION This paper discusses experimental modal analysis (EMA) using swept
More informationDynamic response of composite caissonpiles
Dynamic response of composite caissonpiles foundations Maosong Huang Department of Geotechnical Engineering Tongji University, Shanghai, China Outline of talk 1 Introduction 2 Lateral response 3 Seismic
More informationIssues and Research Related to the Qualification of the Transformer-Bushing System. Anshel J. Schiff 2/4/06. Executive Summary
Issues and Research Related to the Qualification of the Transformer-Bushing System by Anshel J. Schiff 2/4/06 Executive Summary Experience from laboratory tests and earthquake damage indicates that the
More informationModeling of thin strip profile during cold rolling on roll crossing and shifting mill
University of Wollongong Research Online Faculty of Engineering and Information Sciences - Papers: Part A Faculty of Engineering and Information Sciences 2013 Modeling of thin strip profile during cold
More informationEXPERIMENTAL STUDY ON THE HYDRODYNAMIC BEHAVIORS OF TWO CONCENTRIC CYLINDERS
EXPERIMENTAL STUDY ON THE HYDRODYNAMIC BEHAVIORS OF TWO CONCENTRIC CYLINDERS *Jeong-Rok Kim 1), Hyeok-Jun Koh ), Won-Sun Ruy 3) and Il-Hyoung Cho ) 1), 3), ) Department of Ocean System Engineering, Jeju
More informationCENGRS GEOTECHNICA PVT. LTD. Job No Sheet No. 1
CENGRS GEOTECHNICA PVT. LTD. Job No. 214030 Sheet No. 1 INTERIM REPORT ON GEOTECHNICAL INVESTIGATION FOR PROPOSED 66 KV GRID PLOT AT G-7, DWARKA, NEW DELHI. 1.0 INTRODUCTION 1.1 Project Description M/s.
More informationAvailable online at ScienceDirect. Procedia Engineering 112 (2015 ) 40 45
Available online at www.sciencedirect.com ScienceDirect Procedia Engineering ( ) 7th Asia-Pacific Congress on Sports Technology, APCST 3-Dimensional joint torque calculation of compression sportswear using
More informationEFFECTS OF SIDEWALL OPENINGS ON THE WIND LOADS ON PIPE-FRAMED GREENHOUSES
The Seventh Asia-Pacific Conference on Wind Engineering, November 8-12, 29, Taipei, Taiwan EFFECTS OF SIDEWALL OPENINGS ON THE WIND LOADS ON PIPE-FRAMED GREENHOUSES Yasushi Uematsu 1, Koichi Nakahara 2,
More informationResponse of Flare base Self supporting Steel stack. Under the static & dynamic wind loads with variable wind speed
Response of Flare base Self supporting Steel stack Under the static & dynamic wind loads with variable wind speed Rinki [1], Shashi Shekhar Singh [2] MVN University, Palwal, Haryana [1][2] rinkitanguriya27@gmail.com
More informationPerformance of single pedestrian load models in predicting dynamic behaviour of flexible aluminum footbridges
Proceedings of the 9th International Conference on Structural Dynamics, EURODYN 214 Porto, Portugal, 3 June - 2 July 214 A. Cunha, E. Caetano, P. Ribeiro, G. Müller (eds.) ISSN: 2311-92; ISBN: 978-972-752-165-4
More informationDisplacement-based calculation method on soil-pile interaction of PHC pipe-piles
Seattle, WA Displacement-based calculation method on soil-pile interaction of PHC pipe-piles Dr. Huang Fuyun Fuzhou University 31 st May, 217 Outline Background ing introduction ing results Simple calculation
More information3D Analysis for Conical Tanks under Seismic Loads
IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) e-issn: 2278-1684,p-ISSN: 2320-334X, Volume 16, Issue 1 Ser. I (Jan. - Feb. 2019), PP 29-44 www.iosrjournals.org Ahmed A.Rashed 1, Gamal H.
More informationEFFECT OF VORTEX INDUCED VIBRATION ON FATIGUE DAMAGE OF TOP-TENSIONED RISER SUBJECTED TO CURRENT LOAD
EFFECT OF VORTEX INDUCED VIBRATION ON FATIGUE DAMAGE OF TOP-TENSIONED RISER SUBJECTED TO CURRENT LOAD Ke Xin Lai 1,2, Do Kyun Kim 1,2,3 and Eileen Wee Chin Wong 1,4 1 Ocean and Ship Technology Research
More informationPreliminary study of moored power cables
Preliminary study of moored power cables Joana Prat (1), Joaquín del Río (2), Alejandro Arbos (3) (1) Dept. Matemàtica Aplicada 4. Universitat Politècnica de Catalunya, EPSEVG-UPC. Víctor Balaguer s/n,
More information2 FUSION FITTINGS FOR USE WITH POLYETHYLENE PRESSURE PIPES DESIGN FOR DYNAMIC STRESSES
Industry Guidelines Part 2 FUSION FITTINGS FOR USE WITH POLYETHYLENE PRESSURE PIPES DESIGN FOR DYNAMIC STRESSES ISSUE 5.1 Ref: POP10B 15 MAR 2010 Disclaimer In formulating this guideline PIPA has relied
More informationHunting for the Sweet Spot by a Seesaw Model
Hunting for the Sweet Spot by a Seesaw Model Haiyan Li 1, Jianling Li, Shijun Li 1, and Zhaotian Liu 1 1 School of Information Science and Engineering, Yunnan University, Kunming, Yunnan, 650091, China
More informationSEALANT BEHAVIOR OF GASKETED-SEGMENTAL CONCRETE TUNNEL LINING
4 th International Conference on Earthquake Geotechnical Engineering June 25-28, 2007 Paper No.1636 SEALANT BEHAVIOR OF GASKETED-SEGMENTAL CONCRETE TUNNEL LINING Faisal SHALABI 1, Edward CORDING 2, and
More informationElastic-Plastic Finite Element Analysis for Zhongwei--guiyang Natural Gas Pipeline Endangered by Collapse
Abstract Elastic-Plastic Finite Element Analysis for Zhongwei--guiyang Natural Gas Pipeline Endangered by Collapse Gengxin Wu,Peng Zhang,Zhixiang Li,Zunhai Ke,Guizhi Li,Anmin Jiang 2 School of Civil Engineering
More informationSample Solution for Problem 1.a
Sample Solution for Problem 1.a 1 Inverted Pendulum Model (IPM) 1.1 Equations of Motion and Ground Reaction Forces Figure 1: Scheme of the Inverted Pendulum Model (IPM). The equations of motion of this
More informationFRAGILITY CURVES FOR GRAVITY-TYPE QUAY WALLS BASED ON EFFECTIVE STRESS ANALYSES
13 th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 24 Paper No. 34 FRAGILITY CURVES FOR GRAVITY-TYPE QUAY WALLS BASED ON EFFECTIVE STRESS ANALYSES Koji ICHII 1 SUMMARY
More informationPost-mortem study on structural failure of a wind farm impacted by super typhoon Usagi
Downloaded from orbit.dtu.dk on: Nov 26, 2018 Post-mortem study on structural failure of a wind farm impacted by super typhoon Usagi Chen, Xiao; Li, Chuan Feng; Xu, Jian Zhong Publication date: 2015 Document
More informationISSN: Page 410
Study of Structural Stability of Globe Valve in Petroleum and Sugar Industries Anil Rathod 1, Dr. S N Kurbet 2 1 PG Student Mechanical branch (machine Design) BEC Bagalkot, Karnataka India, 2 HOD of Mechanical
More informationSimulation and mathematical modeling for racket position and attitude of table tennis
Acta Technica 62 No. 3A/2017, 135 142 c 2017 Institute of Thermomechanics CAS, v.v.i. Simulation and mathematical modeling for racket position and attitude of table tennis Jiansi Song 1 Abstract. Racket
More informationYasuyuki Hirose 1. Abstract
Study on Tsunami force for PC box girder Yasuyuki Hirose 1 Abstract In this study, a waterway experiment was performed in order to understand the influence of tsunami forms on tsunami forces acting on
More information1. Numerical simulation of AGARD WING 445.6
DESIGN, MANUFACTURE AND FREQUENCY EXPERIMENT OF A NOVEL FLUTTER MODEL FOR AGARD WING 445.6 WITH STRUCTURE-SIMILARITY Wei Qian*, Yuguang Bai*, Dong Wang** *School of Aeronautics and Astronautics, Faculty
More informationVibrations of table tennis racket composite wood blades: modeling and experiments
Available online at www.sciencedirect.com Procedia Engineering 34 (2012 ) 694 699 9 th Conference of the International Sports Engineering Association (ISEA) Vibrations of table tennis racket composite
More informationSHEAR PERFORMANCE OF RC FOOTING BEAMS BY CAP-TIE SYSTEM USING WELDED STIRRUPS
The 7th International Conference of Asian Concrete Federation SUSTAINABLE CONCRETE FOR NOW AND THE FUTURE 3 Oct 2 Nov, 216, Hanoi, Vietnam www.acf216.vn SHEAR PERFORMANCE OF RC FOOTING BEAMS BY CAP-TIE
More informationAmerican Chemical Society (ACS) 246th ACS National Meeting Indianapolis, Indiana September 9, 2013
American Chemical Society (ACS) 246th ACS National Meeting Indianapolis, Indiana September 9, 2013 J. Kelly Thomas, Ph.D. Baker Engineering and Risk Consultants San Antonio, TX (KThomas@BakerRisk.com)
More informationDesign and Structural Analysis of Cylindrical Shell
Design and Structural Analysis of Cylindrical Shell Lokesha 1, Chandan R 2, Byregowda K C 3 1 Department of Mechanical Engineering, Dr. Ambedkar Institute of Technology Bangalore, India 2,3 Assistant Prof.
More informationModeling of Hydraulic Hose Paths
Mechanical Engineering Conference Presentations, Papers, and Proceedings Mechanical Engineering 9-2002 Modeling of Hydraulic Hose Paths Kurt A. Chipperfield Iowa State University Judy M. Vance Iowa State
More informationAnalysis of Pressure Rise During Internal Arc Faults in Switchgear
Analysis of Pressure Rise During Internal Arc Faults in Switchgear ASANUMA, Gaku ONCHI, Toshiyuki TOYAMA, Kentaro ABSTRACT Switchgear include devices that play an important role in operations such as electric
More informationA STUDY ON LIQUEFIED GROUND DISRUPTION EFFECTS ON LIQUID STORAGE TANK BEHAVIOR
143 A STUDY ON LIQUEFIED GROUND DISRUPTION EFFECTS ON LIQUID STORAGE EHAVIOR Mutsuhiro YOSHIZAWA 1, Sadatomo ONIMARU 2, Akihiko UCHIDA 3 And Munenori HATANAKA 4 SUMMARY Three liquid storage tanks located
More informationOffshore platforms survivability to underwater explosions: part I
Computational Ballistics III 123 Offshore platforms survivability to underwater explosions: part I A. A. Motta 1, E. A. P. Silva 2, N. F. F. Ebecken 2 & T. A. Netto 2 1 Brazilian Navy Research Institute,
More informationPERCEPTUAL PAVEMENT MARKINGS AND THEIR APPLICATION
PERCEPTUAL PAVEMENT MARKINGS AND THEIR APPLICATION Li Chang-cheng 1,2, Tang Jun-jun 2, Han Hui 2 (1 Beijing University of Technology, Beijing 100124, China; 2 Key Laboratory of Road Safety Ministry of
More information