• Title/Summary/Keyword: 기록지진

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Estimation of Shear Wave Velocity of Earth Dam Materials Using Artificial Blasting Vibration Test (인공발파진동실험을 이용한 흙댐 축조재료의 전단파속도 산정)

  • Ha, Ik-Soo;Kim, Nam-Ryong;Lim, Jeong-Yeul
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.33 no.2
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    • pp.619-629
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    • 2013
  • The objective of this study is to estimate shear wave velocity of earth dam materials using artificially generated vibration from blasting events and to verify its applicability. In this study, the artificial blasting and vibration monitoring were carried out at the site adjacent to Seongdeok dam, which is the first blasting test for an existing dam in Korea. The vibrations were induced by 4 different types of blasting with various depths of blasting boreholes and explosive charge weights. During the tests, the acceleration time histories were recorded at the bedrock adjacent to the explosion and the crest of the dam. From frequency analyses of acceleration histories measured at the crest, the fundamental frequency of the target dam could be evaluated. Numerical analyses varying shear moduli of earth fill zone were carried out using the acceleration histories measured at the bedrock as input ground motions. From the comparison between the fundamental frequencies calculated by numerical analyses and measured records, the shear wave velocities with depth, which are closely related to shear moduli, could be determined. It is found that the effect of different blasting types on shear wave velocity estimation for the target dam materials is negligible and the shear wave velocity can be consistently evaluated. Furthermore, comparing the shear wave velocity with the previous researchers' empirical relationships, the applicability of suggested method is verified. Therefore, in case that the earthquake record is not available, the shear wave velocity of earth dam materials can be reasonably evaluated if blasting vibration test is allowed at the site adjacent to the dam.

Significance of Three-Dimensional Digital Documentation and Establishment of Monitoring Basic Data for the Sacred Bell of Great King Seongdeok (성덕대왕신종의 3차원 디지털 기록화 의미와 모니터링 기초자료 구축)

  • Jo, Younghoon;Song, Hyeongrok;Lee, Sungeun
    • Conservation Science in Museum
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    • v.24
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    • pp.55-74
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    • 2020
  • The Sacred Bell of Great King Seongdeok is required digital precision recording of conservation conditions because of corrosion and partial abrasion of its patterns and inscriptions. Therefore, this study performed digital documentation of the bell using four types of scanning and unmanned aerial vehicle (UAV) photogrammetry technologies, and performed the various shape analyses through image processing. The modeling results of terrestrial laser scanning and UAV photogrammetry were merged and utilized as basic material for monitoring earthquake-induced structural deformation because these techniques can construct mutual spatial relationships between the bell and its tower. Additionally, precision scanning at a resolution four to nine times higher than that of the previous study provided highly valuable information, making it possible to visualize the patterns and inscriptions of the bell. Moreover, they are well-suited as basic data for identifying surface conservation conditions. To actively apply three-dimensional scanning results to the conservation of the original bell, the time and position of any changes in shape need to be established by further scans in the short-term. If no change in shape is detected by short-term monitoring, the monitoring should continue in medium- and long-term intervals.

Efficient use of AWS data for determining the Disaster Prevention Performance Objectives (방재성능목표 설정의 AWS 자료 활용방안)

  • Kong, So Yoon
    • Proceedings of the Korea Water Resources Association Conference
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    • 2022.05a
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    • pp.221-221
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    • 2022
  • 방재성능목표란 홍수, 호우 등으로부터 재해를 예방하기 위한 방재정책 등에 적용하기 위하여 처리 가능한 시간당 강우량 및 연속강우량의 목표로, 각 지자체별로 지역특성 및 경제여건 등을 고려하여 지역별 방재성능목표를 설정한다. 지역별 방재성능목표 기준을 설정하기 위해 전국을 168개 티센망으로 분류하고 69개 지점 확률강우량을 활용하여 지방자치단체별 확률강우량을 산정하고, 지방자치단체별 티센면적 비율을 감안하여 각 지자체별 방재성능목표 설정 기준을 마련한다. 이때 확률강우량 산정에 기상청에서 제공하는 종관기상관측(ASOS) 자료를 이용하는데, 종관기상관측(ASOS, Automated Synoptic Observing System)이란 종관규모의 날씨를 파악하기 위하여 정해진 시각에 모든 관측소에서 같은 시각에 실시하는 지상관측으로, 종관규모는 일기도에 표현되어 있는 고기압이나 저기압의 공간적 크기 및 수명을 말하며, 해당 지역의 현재 기상 실시간 제공 및 기상예보에 활용한다. 그러나 ASOS 자료로 산정한 확률강우량을 토대로 설정한 지역별 방재성능목표는 지배관측소개소 및 면적 비율에 따라 강우량이 실제 해당 지역에 내린 강우량에 비해 작거나 크게 산정되어 실제 강우량을 반영하지 못하는 문제가 발생한다. 이에 지진·태풍·홍수·가뭄 등 기상현상에 따른 자연재해를 막기 위해 실시하는 지상관측인 방재성능관측(AWS, Automatic Weather System)을 1997년부터 약 510여개 지점에 설치하여 기상관측자료를 구축하고 있으나, 관측자료가 30년 미만이므로 자료의 일관성 및 신뢰도 확보 등의 문제로 이용하고 있지 않다. 실제로 ASOS 관측소와 AWS 관측소의 시간 강우량 최댓값 차이가 큼에도 불구하고 행안부는 지역별 방재성능목표 수립을 위한 강우량 산정에서 AWS 관측소의 기록은 반영하지 않고 ASOS 관측소 기록만 적용하여 실제 해당 지역의 강우량을 반영하는 방재 대책을 수립하지 못하는 실정이다. 따라서 소규모 유역 및 재해영향평가 등의 경우 인근 지역에 AWS 관측소가 있을 경우, 해당지역의 기상 특성을 대변하는 자료로 보유관측년수가 30년 이상인 AWS 자료의 적극적인 활용이 필요할 것으로 판단된다.

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A Study of Q$_P^{-1}$ and Q$_S^{-1}$ Based on Data of 9 Stations in the Crust of the Southeastern Korea Using Extended Coda Normalization Method (확장 Coda 규격화 방법에 의한 한국남동부 지각의 Q$_P^{-1}$, Q$_S^{-1}$연구)

  • Chung, Tae-Woong;Sato, Haruo;Lee, Kie-Hwa
    • Journal of the Korean earth science society
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    • v.22 no.6
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    • pp.500-511
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    • 2001
  • For the southeastern Korea aound the Yangsan fault we measured Q$_P^{-1}$ and Q$_S^{-1}$ simultaneously by using the extended coda-normalization method for seismograms registered at 9 stations deployed by KIGAM. We analyzed 707 seismograms of local earthquakes that occurred between December 1994 and February 2000. From seismograms, bandpass filtered traces were made by applying Butterworth filter with frequency-bands of 1${\sim}$2, 2${\sim}$4, 4${\sim}$8, 8${\sim}$16 and 16${\sim}$32 Hz. Estimated Q$_P^{-1}$ and Q$_S^{-1}$ values decrease from (7${\pm}$2)${\times}$10$^{-3}$ and (5${\pm}$4)${\times}$10$^{-4}$ at 1.5 Hz to (5${\pm}$4)${\times}$10$^{-3}$ and (5${\pm}$2)${\times}$10$^{-4}$ at 24 Hz, respectively. By fitting a power-law frequency dependent to estimated values over the whole stations, we obtained 0.009 (${\pm}$0.003)f$^{-1.05({\pm}0.14)$ for Q$_P^{-1}$ and 0.004 (${\pm}$0.001)f$^{-0.75({\pm}0.14)$) for Q$_S^{-1}$, where f is frequency in Hz.

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Seismic Studies on Ground Motion using the Multicomponent Complex Trace Analysis Method (다성분 복소 트레이스 분석법을 이용한 지진파 입자운동 연구)

  • Lee, So-Young;Kim, Ki-Young;Kim, Han-Joon
    • Journal of the Korean Geophysical Society
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    • v.3 no.1
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    • pp.37-48
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    • 2000
  • In order to investigate in-line ground motions caused by earthquakes, we examine the multicomponent complex trace analysis method (MCTAM) for the synthetic data and apply it to real earthquake data. An experimental result for synthetic data gives correct information on the arrival times, duration of individual phases, and approaching angles for body waves. Rayleigh waves are also easily identified with the MCTAM. A deep earthquake with magnitude of 7.3 was chosen to test various polarization attributes of ground motions. For P waves, instantaneous phase difference between the vertical and the in-line horizontal components ${\phi}(t)$, instantaneous reciprocal ellipticity ${\rho}(t)$, and approaching angle ${\tau}(t)$ are computed to be ${\pm}180^{\circ},\;0{\sim}0.25,\;and\;-30^{\circ}{\sim}-45^{\circ}$, respectively. For S waves, ${\phi}(t)$ tends to vary while ${\rho}(t)$ have values of $0{\sim}0.3\;and\;{\tau}(t)$ remains near vertical, respectively. A relatively low frequency signal registered just prior to the S wave event is interpreted as a P-wave phase based on its polarization characteristics. Velocities of P and S waves are computed to be 8.633 km/s and 4.762 km/s, and their raypath parameters 0.074 s/km and 0.197 s/km. Dynamic Poisson's ratio is obtained as 0.281 from the velocities of P and S waves.

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A new method for determining OBS positions for crustal structure studies, using airgun shots and precise bathymetric data (지각구조 연구에서 에어건 발파와 정밀 수심 자료를 이용한 OBS 위치 결정의 새로운 방법)

  • Oshida, Atsushi;Kubota, Ryuji;Nishiyama, Eiichiro;Ando, Jun;Kasahara, Junzo;Nishizawa, Azusa;Kaneda, Kentaro
    • Geophysics and Geophysical Exploration
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    • v.11 no.1
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    • pp.15-25
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    • 2008
  • Ocean-bottom seismometer (OBS) positions are one of the key parameters in an OBS-airgun seismic survey for crustal structure study. To improve the quality of these parameters, we have developed a new method of determining OBS positions, using airgun shot data and bathymetric data in addition to available distance measurements by acoustic transponders. The traveltimes of direct water waves emitted by airgun shots and recorded by OBSs are used as important information for determining OBS locations, in cases where there are few acoustic transponder data (<3 sites). The new method consists of two steps. A global search is performed as the first step, to find nodes of the bathymetric grid that are the closest to explaining the observed direct water-wave traveltimes from airgun shots, and acoustic ranging using a transponder system. The use of precise 2D bathymetric data is most important if the bottom topography near the OBS is extremely rough. The locations of the nodes obtained by the first step are used as initial values for the second step, to avoid falling into local convergence minima. In the second step, a non-linear inverse method is executed. If the OBS internal clock shows large drift, a secondary correction for the OBS internal clock is obtained, as well as the OBS location, as final results by this method. We discuss the error and the influence of each measurement used in the determination of OBS location.

S-wave Velocity Structure Beneath the KS31 Seismic Station in Wonju, Korea Using the Joint Inversion of Receiver Functions and Surface-wave Dispersion Curves and the H-κ Stacking Method (수신함수와 표면파 분산곡선의 복합역산 및 수신함수 H-κ 중첩법을 이용한 원주 KS31 지진관측소 하부의 S파 지각 속도구조)

  • Jeon, Tae-Hyeon;Kim, Ki-Young;Park, Yong-Cheol;Kang, Ik-Bum
    • Geophysics and Geophysical Exploration
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    • v.15 no.1
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    • pp.8-15
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    • 2012
  • To estimate the S-wave velocity structure beneath the KS31 broad-band station in Wonju, Korea, we used $H-{\kappa}$ stacking and joint inversion of receiver functions and surface-wave dispersion curves derived from 297 teleseismic events (Mw > 5.5) recorded during the period between 2002 and 2009. We thereby determined that the average depth to a nearly flat Moho is $32.4{\pm}0.5\;km$ within tens of kilometer radius of the seismic station. For the crust at this location, we estimate an average shear-wave velocity of 3.69 km/s and a ratio of P- to S-wave velocities, $V_p/V_s$, of $1.72{\pm}0.04$, as is typical for continental crust. A negative phase in the receiver functions at 1 s indicates the presence of a shearwave low velocity layer in a depth interval of 10 to 18 km in the upper crust beneath the KS31 station.

The Properties of a Nonlinear Direct Spectrum Method for Estimating the Seismic Performance (내진성능평가를 위한 비선형 직접스펙트럼법의 특성)

  • 강병두;김재웅
    • Journal of the Earthquake Engineering Society of Korea
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    • v.6 no.4
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    • pp.65-73
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    • 2002
  • It has been recognized that the damage control must become a more explicit design consideration. In an effort to develop design methods based on performance it is clear that the evaluation of the nonlinear response is required. The methods available to the design engineer today are nonlinear time history analyses, monotonic static nonlinear analyses, or equivalent static analyses with simulated nonlinear influences. Some building codes propose the capacity spectrum method based on the nonlinear static analysis(pushover analysis) to determine the earthquake-induced demand given by the structure pushover curve. These procedures are conceptually simple but iterative and time consuming with some errors. This paper presents a nonlinear direct spectrum method(NDSM) to evaluate seismic performance of structures, without iterative computations, given by the structural initial elastic period and yield strength from the pushover analysis, especially for MDF(multi degree of freedom) systems. The purpose of this paper is to investigate the accuracy and confidence of this method from a point of view of various earthquakes and unloading stiffness degradation parameters. The conclusions of this study are as follows; 1) NDSM is considered as practical method because the peak deformations of nonlinear system of MDF by NDSM are almost equal to the results of nonlinear time history analysis(NTHA) for various ground motions. 2) When the results of NDSM are compared with those of NTHA. mean of errors is the smallest in case of post-yielding stiffness factor 0.1, static force by MAD(modal adaptive distribution) and unloading stiffness degradation factor 0.2~0.3.

Development of Data Logger System for Ocean Bottom Seimometer (해저면지진계 데이터 기록장치 개발 연구)

  • Hong, Sup;Kim, Hyung-Woo;Lee, Jong-Moo;Choi, Jong-Su
    • Proceedings of the Korea Committee for Ocean Resources and Engineering Conference
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    • 2003.10a
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    • pp.336-339
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    • 2003
  • A digital data logging system has been developed for the purpose of a compact offline Ocean Bottom Seismometer(OBS). The Digital Data Logger(DDL) consists of A/D system, Micom with storage memory and firmware managing data files. The A/D system acquires data of 16bit/4ch with sampling rate of 250Hz per channel. The Micom, a micro controller board with T33521 processor of 8051 class, was equipped with 8 flash memories of 128MB for data storage capacity of 1GB. The firmware stores the acquiring data in form of binary files. The DDL was designated to be compact and light and to consume low energy as possible. The DDL is to interface with PC through USB(Universal Serial Bus). The performance of the DDL has been validated through tests with respect to a 3-axis seismometer.

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Evaluation of Fundamental Frequency of Rockfill Dam using Microearthquake Records (미소지진 계측기록을 이용한 사력댐 고유진동수 산정)

  • Ha, Ik-Soo;Lee, Jong-Wook;Oh, Byung-Hyun
    • Proceedings of the Korean Geotechical Society Conference
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    • 2008.03a
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    • pp.1438-1445
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    • 2008
  • The purpose of this study is to evaluate the fundamental frequency of the dam by the various methods using real microearthquake records which were measured on 'H' dam site and to compare each results. In this study, the fundamental frequency was evaluated by the frequency analysis of the microearthquake records which were measured on the dam crest, by the evaluation of acceleration amplification ratio between the foundation and the crest of dam, and by the evaluation of acceleration response spectrum ratio between the foundation and the crest of dam, respectively. Among these methods, it was found that the method by the evaluation of acceleration response spectrum ratio between the foundation and the crest of dam was the most effective method. But, if the simple engineering judgement can be considered, it was thought that the all three methods could reasonably evaluate the fundamental frequency of the dam.

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