• Title/Summary/Keyword: 주상도

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Determination of Shear Wave Velocity Profile under Existing Building for Site Response Analysis Using HWAW Method (HWAW방법을 이용한 기존 건물 내진 보강을 위한 건물 하부지반 전단파 속도 주상도 결정)

  • Park, Hyung-Choon;Hwang, Hea-Jin
    • Journal of the Korean Geotechnical Society
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    • v.33 no.5
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    • pp.15-23
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    • 2017
  • The evaluation of earthquake load on the surface is very important factor for the seismic reinforcement of existing building, and the magnitude of earthquake load depends on a shear wave velocity profile of soil under a building. To determine a shear wave velocity profile under a existing building, test method should be able to determine a reliable shear wave velocity profile under conditions such as heavy background noise and the small test area, and be sensitive to the variation of material property. In this research, HWAW (Harmonic Wavelet Analysis of Waves) method is applied to determine a shear wave velocity profile under a existing building. In this paper, through numerical simulations and field tests, the feasibility of the proposed method was shown.

신상권 트렌드를 주도하는 주상복합 상가

  • Kim, So-Jin
    • 주택과사람들
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    • s.210
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    • pp.72-75
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    • 2007
  • 상가 시장에 새로운 바람이 불고 있다. 주상복합 건물 내에 자리 잡은 상가에 고급 인테리어 숍과 유명 레스토랑, 카페들이 입점하면서 기존의 일반 상가 점포와 차별화를 선언하고 있다. 고급 주거지에 걸맞게 더욱 고급스럽고 트렌디한 점포들이 들어서면서 신상권을 형성하고 있는 주상복합 내 상가 시장의 최근 트렌드와 투자 포인트를 짚어보았다.

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주상복합 시스템 도입한 아파트로 차별화

  • Kim, So-Jin
    • 주택과사람들
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    • s.205
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    • pp.62-65
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    • 2007
  • 사업부지 내의 조경, 녹지 공간을 최대한 확보하기 위해 고층으로 건축하면 쾌적한 친환경 주거지를 만들 수 있다. 이를 위해 주상복합 건축공법을 적용하고 각종 부대시설과 철저한 보안 시스템, 첨단 설비가 결합된다면 이상적인 아파트 주거 공간이 탄생한다. 편의성과 고급화, 첨단화를 지향하고 주거생활의 편리성을 극대화한 주상복합형 아파트에 대해 알아본다.

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Field Tests on the Transfer of Lightning Overvoltages through Pole Transformer (가공배전용 주상변압기의 뇌과전압 전달특성 실증)

  • Ryoo, Hee-Suk;Kim, Dae-Kyung;Nam, Kee-Young;Lee, Jae-Duck;Park, Sang-Man;Jung, Dong-Hak
    • Proceedings of the KIEE Conference
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    • 2005.07a
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    • pp.647-649
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    • 2005
  • 가공배전계통의 주상변압기에는 직격뢰나 유도뢰에 의해 고압측이나 저압측으로부터 뇌과전압이 침입할 수 있고. 이러한 경우 침입단은 물론, 상대단에도 과전압이 나타날 수 있어, 주상변압기 자체와 고압 및 저압계통에 영향을 미치게 되므로, 주상변압기의 뇌과전압 전달특성을 파악하는 것은 절연설계와 절연협조에 있어 매우 중요한 자료가 된다. 본 논문에서는 실제 선로와 같은 구성과 규모의 실증 배전선로에서, 주상변압기에 임펄스전압이 침입한 경우의 변압기 양단에 나타나는 과전압에 패한 실증결과의 예를 소개하였다.

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A Study on the Deterioration Diagnosis Device of Pole Transformer using FFT (FFT를 이용한 주상 변압기의 열화 진단 장치에 관한 연구)

  • 윤용한;김영춘;김재철
    • Journal of the Korean Institute of Illuminating and Electrical Installation Engineers
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    • v.14 no.3
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    • pp.97-106
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    • 2000
  • This paper proposes on-line based a deterioration diagnosis device for diagnosis pole transformers using tan$\delta$ and FFT(fast Fourier transform). We measured tan$\delta$ and temperature to diagnose pole transformer insulating oil, diagnostic results are processed by FFT. For measuring convenience, we use R/F(radio frequency) wireless data communication module operating by secondary voltage of pole transformer. We have voltage variation test and oil temperature variation test to prove usability of proposed diagnosis device. The result of this paper shows that the proposed device can be used as deterioration diagnosis device of pole transformers.

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Evaluation of Shear Wave Velocity Profiles by Performing Uphole Test Using SPT (표준관입시험을 이용한 업홀시험에서 전단파 속도 주상도의 도출)

  • 김동수;방은석;서원석
    • Journal of the Korean Geotechnical Society
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    • v.19 no.2
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    • pp.135-146
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    • 2003
  • Uphole test is a seismic field test using receivers on ground surface and a source in depth. In this paper, the uphole test using SPT(standard penetration test) which is economical and reliable for obtaining shear wave velocity profile was introduced. In the proposed uphole test, SPT sampler which is common in site investigation, was used as a source and several 1Hz geophones in line were used as receivers. Test procedures in field and interpretation methods for obtaining interval times and for determining shear wave velocity profile considering refracted ray path were introduced. Finally, uphole test was performed at three sites, and the applicability of the proposed uphole test was verified by comparing wave velocity profiles determined by the uphole test with the profiles determined by downhole test, SASW test and SPT-N values.

Determination of Coefficient of Variation of Shear Wave Velocity in Fill Dam for Reliability Based Analysis (신뢰성 기반 해석을 위한 국내 필댐 구성 재료의 전단파 속도 변동계수 결정)

  • Park, Hyung-Choon;Oh, Hyun-Ju
    • Journal of the Korean Geotechnical Society
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    • v.36 no.4
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    • pp.31-39
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    • 2020
  • Shear wave velocity (or shear modulus) is very important in the evaluation of seismic performance of a fill dam under an earthquake. A shear wave velocity profile can be determined by surface wave method such as HWAW and SASW methods but this profile has uncertainty caused by spatial variation of material property in a fill dam. This uncertainty in shear wave velocity profile could be considered using a coefficient of variation of material property in the reliability based analysis. In this paper, the possible 600 shear wave velocity profiles in the core and rockfill zone of fill dam were generated by the random shear wave velocity profile generation method, proposed by Hwang and Park, based on the field shear wave velocity profiles determined by the HWAW and SASW methods. And, through the statistical analysis of generated shear wave velocity profiles in the fill dam, the coefficient of variation (COV) of shear wave velocity with depth were evaluated for the core and rock filled zone of fill dam in Korea.

Research Strategy on Columnar Joint in South Korea (우리나라 주상절리에 대한 연구 전략)

  • Ahn, Kun Sang
    • Journal of the Korean earth science society
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    • v.35 no.7
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    • pp.501-517
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    • 2014
  • Based on a summary of the previous studies on columnar joints, this study presents research strategies and subjects to understand a formation of columnar joints, and its application in South Korea as follows; geometry of colonnade and entablature, formation mechanism and pattern change, surface morphology and internal structure, platy joint at the top and the bottom of columnar joints, crack patterns in drying starch-water slurries, using numerical models and computer graphics on joint formation, scale and geometry concerned with occurrence of volcanic rock, petrological and mineralogical study of the host rock. Additionally, more research is needed, such as deformation of column pattern during the hot state, secondary landform by alteration and weathering on the Earth's surface such as rock stream, tor and tafoni. This study will take an active role in research of columnar joint and the Cenozoic lava flow of South Korea. Results of this study will be useful to the activation of geotourism and geological field study.

Exploration of temporal distribution of design rainfall (설계강우량의 우량주상도 산정기법 개발)

  • Kim, Jin-Young;Kim, Jin-Guk;Yu, Jae-Ung;Kwon, Hyun-Han
    • Proceedings of the Korea Water Resources Association Conference
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    • 2020.06a
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    • pp.245-245
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    • 2020
  • 설계홍수량의 결정은 하천기본계획, 댐 설계 등 수리·수문학적으로 중요한 변수 중 하나이다. 설계홍수량 산정을 위해서는 확률강우량 산정 및 강우-유출 모형의 일련의 과정을 통해 이루어지며, 홍수량 산정 표준지침(2018)에 자세히 수록되어 있다. 그러나 국내외 다양한 연구에서는 빈도별 확률홍수량의 경우 계측된 유량자료를 활용하여 직접 홍수빈도해석을 수행하는 것이 가장 정확한 방법이라 알려져 있지만, 홍수빈도해석을 위한 자연유량이 부족할 뿐만 아니라 홍수수문곡선(hydrograph)을 얻을 수 없는 단점이 있다. 더불어 우리나라의 경우 주요지점을 제외하고는 계측이 잘 이루어지지 않고 있으며, 수위-유량관계곡선(rating-curve)을 통해 산정된 유량자료를 활용하고 있어 자료의 신뢰성이 낮은 문제가 있다. 이러한 이유로 우리나라에서는 강우-유출 모형을 활용하여 빈도별 홍수량을 산정하고 있으며, 확률강우량의 시간분포를 입력자료로 하여 홍수수문곡선을 취득하고 있다. 그러나 확률강우량의 우량주상도 변환시 국내에서는 일반적으로 Huff 4분위법을 활용하지만, 실제홍수사상과 비교했을 때 과소 및 과대 추정하는 경우가 많다. 더불어 분포된 우량주상도를 면밀히 살펴보면 빈도해석된 확률강우량과 비교하였을 때 상당히 낮은 강우 빈도를 가지고 있다. 즉, 우량주상도는 특정 지속시간의 확률강우량을 Huff 분포를 활용하여 얻어지지만, 관측소별로 산정된 확률강우량의 빈도개념이 무너진다는 것이다. 이러한 결과로 인해 확률홍수량은 확률강우량과의 빈도개념의 상이하다고 할 수 있으며, 홍수빈도해석과의 비교에서도 차이를 보이고 있어 우량주상도의 개선 연구가 필요하다. 따라서 본 연구에서는 기존에 일관적으로 사용되어지는 Huff 3분위 50%를 지양하고, Huff의 다양한 분위(quartile)과 Blocking 방법 등을 비교·검토하여 보다 국내 실정에 부합하는 확률강우량의 우량주상도를 제공할 수 있는 연구를 진행하고자 한다.

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Study of Geological Log Database for Public Wells, Jeju Island (제주도 공공 관정 지질주상도 DB 구축 소개)

  • Pak, Song-Hyon;Koh, Giwon;Park, Junbeom;Moon, Dukchul;Yoon, Woo Seok
    • Economic and Environmental Geology
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    • v.48 no.6
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    • pp.509-523
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    • 2015
  • This study introduces newly implemented geological well logs database for Jeju public water wells, built for a research project focusing on integrated hydrogeology database of Jeju Island. A detailed analysis of the existing 1,200 Jeju Island geological logs for the public wells developed since 1970 revealed six major indications to be improved for their use in Jeju geological logs DB construction: (1) lack of uniformity in rock name classification, (2) poor definitions of pyroclastic deposits and sand and gravel layers, (3) lack of well borehole aquifer information, (4) lack of information on well screen installation in many water wells, (5) differences by person in geological logging descriptions. A new Jeju geological logs DB enabling standardized input and output formats has been implemented to overcome the above indications by reestablishing the names of Jeju volcanic and sedimentary rocks and utilizing a commercial, database-based input structured, geological log program. The newly designed database structure in geological log program enables users to store a large number of geology, well drilling, and test data at the standardized DB input structure. Also, well borehole groundwater and aquifer test data can be easily added without modifying the existing database structure. Thus, the newly implemented geological logs DB could be a standardized DB for a large number of Jeju existing public wells and new wells to be developed in the future at Jeju Island. Also, the new geological logs DB will be a basis for ongoing project 'Developing GIS-based integrated interpretation system for Jeju Island hydrogeology'.