Chigasaki Research Institute J-Power / Electric Power Development Co.,Ltd. Ground Motion Measurement in Accelerator Test Facility at KEK ・ KEK ・ ICEPP.

Slides:



Advertisements
Similar presentations
Vibration issues for SuperKEKB M. Masuzawa, R. Sugahara and H. Yamaoka (KEK) Vibration issues for SuperKEKB (IWAA2010)
Advertisements

Local Site Effects Seismic Site Response Analysis CEE 531/ESS 465.
Earthquakes and earthquake (or seismic) waves Pages , ,
Data centres and observablesModern Seismology – Data processing and inversion 1 Data in seismology: networks, instruments, current problems  Seismic networks,
Acceleration – Magnitude The Analysis of Accelerograms for the Earthquake Resistant Design of Structures.
Development of a mover having one nanometer precision and 4mm moving range Y. Morita, S. Yamashita ICEPP, University of Tokyo Y. Higashi, M. Masuzawa,
Lecture #19- Seismometers
Spacecraft Structure Development - Vibration Test - (60 minutes)
Earthquake Hazard Assessment in the Pacific Northwest: Site Response Thomas L. Pratt U. S. Geological Survey School of Oceanography University of Washington.
Ground Motion Parameters Measured by triaxial accelerographs 2 orthogonal horizontal components 1 vertical component Digitized to time step of
Doppler Radar From Josh Wurman Radar Meteorology M. D. Eastin.
Studying Earthquakes. Seismology: the study of earthquakes and seismic waves.
1 ATF2 project: Investigation on the honeycomb table vibrations Benoit BOLZON 33rd ATF2 meeting, 24th January 2007 Laboratories in Annecy working on Vibration.
Mechanical Vibrations
Vibration measurements on the final doublets and the Shintake Monitor Benoît BOLZON7th ATF2 project meeting, 16/12/08.
Yuji Otake, Akito Araya and Kazuo Hidano
Update of the ground motion generator of A. Seryi for ATF2 thanks to ground motion measurements in the ATF2 beam line 1 Benoît BOLZONATF2 software task.
CABLE-STAYED BRIDGE SEISMIC ANALYSIS USING ARTIFICIAL ACCELEROGRAMS
Seismometry Seismology and the Earth’s Deep Interior Seismometer – The basic Principles u x x0x0 ugug umum xmxm x x0x0 xrxr uground displacement x r displacement.
1 Automated Processing of Earthquake Swarm Records at Very Short Epicentral Distances José M. Cepeda Universidad Centroamericana, (UCA) San Salvador, El.
Damage of infrastructures due to the 2011 off the Pacific Coast of Tohoku earthquake and tsunami - Case study for water outages and sewerage disruption.
Review of Ground Motion Measurement Program of DESY in Various Sites R. Amirikas, A. Bertolini, W. Bialowons LHC tunnel, CERN HERA tunnel, DESY Ground.
Supports and Movers for ATF2 Magnets R. Sugahara KEK France and Japan Collaboration Meeting Feb , 2006.
NESC Academy 1 Unit 24 Seismic Shock. NESC Academy Nine people were killed by the May 1940 Imperial Valley earthquake. At Imperial, 80 percent of the.
Vibration Measurement on the Shintake Monitor and Final Doublet Takashi Yamanaka (Univ. of Tokyo) Benoît Bolzon (LAPP) ATF2 weekly meeting 26 November,
Along-wind dynamic response
Behavior of an inverted pendulum in the Kamioka mine R. Takahashi (NAOJ), A. Takamori (ERI), E. Majorana (INFN) GWADW 2010 We are investigating behavior.
Yuji Otake, Akito Araya and Kazuo Hidano ERI, Earthquake Research Institute University of Tokyo Development of a Highly-sensitive/ Broad-band Servo-type.
Experience on Vibration Isolation System R. Sugahara KEK and Mika Masuzawa (1), Hiroshi Yamaoka (1), Yasuo Higashi (1) Yuichi Morita (2) and Satoru Yamashita.
Characteristics of Waves
HIGH FREQUENCY GROUND MOTION SCALING IN THE YUNNAN REGION W. Winston Chan, Multimax, Inc., Largo, MD W. Winston Chan, Multimax, Inc., Largo, MD Robert.
1/13 Tatsuya KUME Mechanical Engineering Center, High Energy Accelerator Research Organization (KEK) ATF2-IN2P3-KEK kick-off meeting (Oct. 9, 2006) Mount.
Near Fault Ground Motions and Fault Rupture Directivity Pulse Norm Abrahamson Pacific Gas & Electric Company.
February 12, John Anderson GE/CEE 479/679 Earthquake Engineering GE / CE - 479/679 Topic 7. Response and Fourier Spectra John G. Anderson Professor.
Topic: Seasons Essential Question: How does the movement and tilt of the Earth’s axis cause day/night and the seasons?
Vibrations studies for the nominal optics and the ultra-low beta optics Benoît BOLZON 1 B. Bolzon, A. Jeremie (LAPP) P. Bambade, Y. Renier (LAL) A. Seryi.
1 KEK Hiroshi Yamaoka Vibration analysis of the ILD QD0-support system Oct, 2 nd '09 KEK H. Yamaoka - Results of Vibration analysis - Coherency measurement.
CH04. Problems. Relative Motion Textbook (9 th Ed, CH04, P.75) 75 A train travels due south at 30 m/s (relative to the ground) in a rain that is blown.
Vibrationdata 1 Unit 18 Force Vibration Response Spectrum.
Vibration measurements with and without Monalisa 15/07/09 Benoît BOLZON (LAPP) David Urner (Oxford) Paul Coe (Oxford) 1 Benoît BOLZON.
1 Investigation of vibration properties of the KEKB tunnel after the Great East Japan Earthquake Contents Situations after the earthquake Geological survey.
Intro to Fourier Series BY JORDAN KEARNS (W&L ‘14) & JON ERICKSON (STILL HERE )
AQA Physics Waves Section 1 Introduction and Definitions in Waves.
Recent CSMIP/Caltrans Downhole Array Data and their Application in Site Specific Analysis H. Haddadi 1, V. Graizer 1, A. Shakal 1, P. Hipley 2 1 – California.
1 SITE RESPONSE ANALYSIS USING MICROTREMORS Boğaziçi University Kandilli observatory and Earthquake Research Institute Department of Geophysics Korhan.
Force Vibration Response Spectrum
HLS Installation at KEKB Main Ring after the Great East Japan Earthquake Takashi Kawamoto, Mika Masuzawa, Ryuhei Sugahara High Energy Accelerator Research.
Earthquake Site Characterization in Metropolitan Vancouver Frederick Jackson Supervisor – Dr. Sheri Molnar.
Waves and Oscillations_LP_3_Spring-2017
Site effect characterization of the Ulaanbaatar basin
Earthquakes.
EARTHQUAKES Part II .
ET: micro-earthquakes and seismic noise
How the ground shakes? Dr. Syed Mohamed Ibrahim M.Tech., Ph.D., by
Design Spectra.
Seasonal dependence of the nighttime traveling ionospheric disturbances in the mid-latitude ionosphere A.Saito1,2, M.C. Kelley1, T. Tsugawa2, J.J. Makela1,
Kuril Island (Japan) earthquake (M=8
Waves and Oscillation waves transport _________ along a medium without transporting ________.
Waves.
Scripps Institution of Oceanography
There are more than 30,000 earthquakes worldwide each year!
Chapter 12-2 Studying Earthquakes.
Rogowski coils as beam position monitors
Comparison of Seismic and Well Data
Measuring Simple Harmonic Motion
Lecture 2: Frequency & Time Domains presented by David Shires
Waves Characteristics
Floor Movement Measurement at ATF Ring
Rogowski coils as beam position monitors
Design Spectra.
Presentation transcript:

Chigasaki Research Institute J-Power / Electric Power Development Co.,Ltd. Ground Motion Measurement in Accelerator Test Facility at KEK ・ KEK ・ ICEPP (Univ. of Tokyo) ・ J-Power

Chigasaki Research Institute J-Power / Electric Power Development Co.,Ltd. 【 Research Team and Members 】 (KEK) R.Sugahara, S.Takeda, M.Yoshioka, H.Yamaoka (J-Power) T.Itoh, K.Tada Y.Nakayama (ICEPP) S.Komamiya S.Yamashita Joint Research

Chigasaki Research Institute J-Power / Electric Power Development Co.,Ltd. 【 Contents of the measurement 】 ① Huddling test ② Measurement around the beam line - Natural frequency of the trestle ? - Movement and operation of instruments - Ground Motion in Accelerator Test Facility ?

Chigasaki Research Institute J-Power / Electric Power Development Co.,Ltd. 【 Measurement Instrument 】 - Servo type velocity meter “VSE355G2” - (manufactured by Tokyo Sokushin Co.,Ltd.) - Specification -

Chigasaki Research Institute J-Power / Electric Power Development Co.,Ltd. - Measurement Points - 30 minutes consecutive duration for 12 hours 6pm, Feb. 9, am, Feb. 10, 2004 P1J P2J P3J P4J 【 Huddling Test (1) 】 - Observation -

Chigasaki Research Institute J-Power / Electric Power Development Co.,Ltd. - Power Spectrum Density and Coherence - 【 Huddling Test (2) 】 Component : X ( Orthogonal to the beam line )

Chigasaki Research Institute J-Power / Electric Power Development Co.,Ltd. - Power Spectrum Density and Coherence - 【 Huddling Test (3) 】 Component : Y ( Parallel to the beam line )

Chigasaki Research Institute J-Power / Electric Power Development Co.,Ltd. - Power Spectrum Density and Coherence - 【 Huddling Test (4) 】 Component : Z ( Vertical )

Chigasaki Research Institute J-Power / Electric Power Development Co.,Ltd. 30 minutes consecutive duration for 28 hours 2pm, Feb. 10, 2004 – 6pm, Feb. 11, 2004 【 Measurement around the beam line (1) 】 P1J P2J P3J P4J P1J P2J P3J P4J - Measurement Points - - Observation -

Chigasaki Research Institute J-Power / Electric Power Development Co.,Ltd. Component : X ( Orthogonal to the beam line ) Daytime 12:00-12:30, Feb. 11, 2004 Nighttime 22:00-22:30, Feb. 10, 2004 P1J P2J P3J P4J “ Time Series in Velocity (1) “ 【 Measurement around the beam line (2) 】

Chigasaki Research Institute J-Power / Electric Power Development Co.,Ltd. Component : Y ( Parallel to the beam line ) P1J P2J P3J P4J “ Time Series in Velocity (2) “ 【 Measurement around the beam line (3) 】 Daytime 12:00-12:30, Feb. 11, 2004 Nighttime 22:00-22:30, Feb. 10, 2004

Chigasaki Research Institute J-Power / Electric Power Development Co.,Ltd. Component : Z ( Vertical ) P1J P2J P3J P4J “ Time Series in Velocity (3) “ 【 Measurement around the beam line (4) 】 Daytime 12:00-12:30, Feb. 11, 2004 Nighttime 22:00-22:30, Feb. 10, 2004

Chigasaki Research Institute J-Power / Electric Power Development Co.,Ltd. Component : X ( Orthogonal to the beam line ) “ Standard Deviation in Velocity (1) “ 【 Measurement around the beam line (5) 】

Chigasaki Research Institute J-Power / Electric Power Development Co.,Ltd. Component : Y ( Parallel to the beam line ) “ Standard Deviation in Velocity (2) “ 【 Measurement around the beam line (6) 】

Chigasaki Research Institute J-Power / Electric Power Development Co.,Ltd. Component : Z ( Vertical ) “ Standard Deviation in Velocity (3) “ 【 Measurement around the beam line (7) 】

Chigasaki Research Institute J-Power / Electric Power Development Co.,Ltd. “ Power Spectrum Density (1) “ Component : X ( Orthogonal to the beam line ) Daytime(09:00-17:00) Nighttime(19:00-03:00) 【 Measurement around the beam line (8) 】

Chigasaki Research Institute J-Power / Electric Power Development Co.,Ltd. Component : Y ( Parallel to the beam line ) Daytime(09:00-17:00) Nighttime(19:00-03:00) “ Power Spectrum Density (2) “ 【 Measurement around the beam line (9) 】

Chigasaki Research Institute J-Power / Electric Power Development Co.,Ltd. Component : Z ( Vertical ) Daytime(09:00-17:00) Nighttime(19:00-03:00) “ Power Spectrum Density (3) “ 【 Measurement around the beam line (10) 】

Chigasaki Research Institute J-Power / Electric Power Development Co.,Ltd. Component : X ( Orthogonal to the beam line ) Daytime(09:00-17:00) Nighttime(19:00-03:00) “ Integrated Spectrum (1) “ 【 Measurement around the beam line (11) 】

Chigasaki Research Institute J-Power / Electric Power Development Co.,Ltd. Component : Y ( Parallel to the beam line ) Daytime(09:00-17:00) Nighttime(19:00-03:00) “ Integrated Spectrum (2) “ 【 Measurement around the beam line (12) 】

Chigasaki Research Institute J-Power / Electric Power Development Co.,Ltd. Component : Z ( Vertical ) Daytime(09:00-17:00) Nighttime(19:00-03:00) “ Integrated Spectrum (3) “ 【 Measurement around the beam line (13) 】

Chigasaki Research Institute J-Power / Electric Power Development Co.,Ltd. “ Coherence (1) ” Daytime(09:00-17:00) Nighttime(19:00-03:00) Component : X ( Orthogonal ) Daytime(09:00-17:00) Nighttime(19:00-03:00) 【 Measurement around the beam line (14) 】

Chigasaki Research Institute J-Power / Electric Power Development Co.,Ltd. Daytime(09:00-17:00) Nighttime(19:00-03:00) Daytime(09:00-17:00) Nighttime(19:00-03:00) “ Coherence (2) ” Component : Y ( Parallel ) 【 Measurement around the beam line (15) 】

Chigasaki Research Institute J-Power / Electric Power Development Co.,Ltd. Daytime(09:00-17:00) Nighttime(19:00-03:00) Daytime(09:00-17:00) Nighttime(19:00-03:00) “ Coherence (3) ” Component : Z ( Vertical ) 【 Measurement around the beam line (16) 】

Chigasaki Research Institute J-Power / Electric Power Development Co.,Ltd. 【 Earthquake record (1) 】 Tsukuba Epicenter Date : 21:07, Feb. 10, 2004 ( When measuring around the beam line ) Epicenter : East of Chiba Depth of hypocenter:65km JMA Magnitude:4.2 P1J P2J P3J P4J 【 X : Orthogonal 】 【 Z : Vertical 】

Chigasaki Research Institute J-Power / Electric Power Development Co.,Ltd. P1J P2J P3J P4J 【 X : Orthogonal 】 【 Z : Vertical 】 Tsukuba Epicenter 【 Earthquake record (2) 】 Date : 14:04, Feb. 11, 2004 ( When measuring around the beam line ) Epicenter : South of Ibaraki Depth of hypocenter:70km JMA Magnitude:3.7

Chigasaki Research Institute J-Power / Electric Power Development Co.,Ltd. “ Minimum and Maximum in velocity, Amplification ratio “ 〔 Earthquake 1 : 21:07, , Epicenter : East of Chiba 〕 〔 Earthquake 2 : 14:04, , Epicenter : South of Ibaraki 〕 【 Earthquake record (3) 】

Chigasaki Research Institute J-Power / Electric Power Development Co.,Ltd. 【 Comparison (1) 】 1) “ATF at KEK” Feb. 10, 2004 – Feb. 11, ) “D03 P.S.Bldg. at KEK” Dec. 27, 2002 – Dec. 28, ) “SPring-8” June 14, 2003 – June 15, 2003 SPring-8 ATF D3 P.S.Bldg.

Chigasaki Research Institute J-Power / Electric Power Development Co.,Ltd. 【 Comparison(2) 】 Component : X Nighttime(19:00-03:00) Nighttime(19:00-03:00) “ Power Spectrum Density and Integrated Spectrum “

Chigasaki Research Institute J-Power / Electric Power Development Co.,Ltd. 【 Comparison(3) 】 Component : Y Nighttime(19:00-03:00) Nighttime(19:00-03:00) “ Power Spectrum Density and Integrated Spectrum “

Chigasaki Research Institute J-Power / Electric Power Development Co.,Ltd. 【 Comparison(4) 】 Component : Z Nighttime(19:00-03:00) Nighttime(19:00-03:00) “ Power Spectrum Density and Integrated Spectrum “

Chigasaki Research Institute J-Power / Electric Power Development Co.,Ltd. 【 Summary 】 - ATF at KEK - The peak around 0.2Hz and 3Hz is observed in all measurement points. Horizontal natural frequency of the trestle in ATF is thought to be around Hz. As the peak excited only P1J can’t be observed, vertical natural frequency of the trestle in ATF is not clear. In the P1J (the measurement point on the trestle), the vibration is amplified during the earthquake.

Chigasaki Research Institute J-Power / Electric Power Development Co.,Ltd. 【 Summary 】 The level of ground motion in the KEK is much higher than that in the SPring-8. The amplitude of the peak around 2-3Hz is almost the same between the ATF and the D3 power supply building at the KEK. There is a difference in the peak around 0.2Hz, because the observed season is different. - Comparison (KEK, SPring-8) -