• Title/Summary/Keyword: 중.약진

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중약진 지역에서 지진격리장치를 사용한 교량의 내진 보강

  • 김용길;권기준
    • Proceedings of the Korean Institute of Industrial Safety Conference
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    • 2000.06a
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    • pp.223-228
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    • 2000
  • 지진격리교량은 강진지역의 지반운동과 구조물의 거동에 근거한 내진설계 개념을 바탕으로 설계되었다. 그러나 지반운동의 특성과 구조물의 거동에 있어서 한반도와 같은 중약진 지역과 지각변동운동이 활발한 강진지역은 큰 차이를 보이고 있다. 따라서 중약진 지역의 내진설계에서는 지반운동의 특성이 반영되어야 할 필요가 있으며, 특히, 지진격리교량의 경우에는 교각의 연성 등 중약진 지역의 구조물의 거동특성이 반영되어야 한다. (중략)

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Investigation of Adaptability of Smart Base Isolation System for Spacial Structures in Regions of Low-to-Moderate Seismicity (중약진지역 대공간 구조물에 대한 스마트 면진시스템의 적용성 검토)

  • Kim, Hyun-Su;Kang, Joo-Won
    • Journal of Korean Association for Spatial Structures
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    • v.11 no.4
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    • pp.109-119
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    • 2011
  • To date, a smart base isolation system has been developed in high seismicity region such as Japan, USA etc. Smart base isolation systems developed for structures in high seismicity region cannot directly applied to structures in regions of low-to-moderate seismicity such as Korea. Therefore, problems that occur by applying the smart base isolation system developed for the structures in high seismicity region to the structures in regions of low-to-moderate seismicity have been investigated in this study. To this end, a spacial arch structure was used as an example structure and MR dampers and low damping elastomeric bearings were used to compose a smart base isolation system. Artificial earthquakes were used for ground motions in regions of high and low-to-moderate seismicity. Based on numerical simulation results, it has been known that the capacity of smart base isolation system for the regions of low-to-moderate seismicity should be carefully designed because the base isolation effects of the smart base isolation system for high seismicity region is deteriorated when it is applied to the structures in regions of low-to-moderate seismicity.

INELASTIC RESPONSE SPECTRA CONSIDERING THE NONLINEARITY OF THE SOFT SOIL DUE TO THE WEAK SEISMIC EXCITATIONS (약진에 의한 연약지반의 비선형성을 고려한 비탄성 응답스펙트럼)

  • Kim, Yong-Seok
    • Proceedings of the Earthquake Engineering Society of Korea Conference
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    • 2003.03a
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    • pp.249-258
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    • 2003
  • 강진을 고려한 지진설계 규준은 약진지역에서는 불필요한 경제적 손실을 가져올 수 있고, 지반-구조물 상호작용을 고려한 성능기준 설계가 합리적인 지진설계를 위해서 중요하다는 것이 인식되었다. 이 연구에서는 연약지반 위에 놓인 단자유도계의 탄성, 비탄성 지진응답 해석을 지반의 비선형성을 고려하여 최대지진가속도를 0.07g와 0.11g로 조정한 11개 중, 약진에 대해 수행하였다. 지진 응답해석은 지반-구조물체계에 대해 유사 3차원 동적해석 프로그램으로 암반에 지진기록을 입력하여 한 단계에 일괄적으로 수행하였다. 연구 결과에 의하면 고정지반이나 선형지반을 가정한 지진응답 스펙트럼은 구조물-지반체계의 실제적인 거동을 보여주지 못하는 것으로 나타났으며, 합리적인 지진설계를 위해서는 지진규준에 정해진 일상적인 설계절차에 따라서 수행하는 것보다 다른 성질을 가진 여러 지반에 대해서 성능기준 지진설계를 수행하는 것이 필요하다. 약진을 받는 연약지반의 비선형성도 입력지진동을 증폭시켜 탄성, 비탄성 지진응답 스펙트럼에 심하게 영향을 미쳤으며, 그 현상은 특히 탄성 응답스펙트럼에서 두드러졌다.

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Evaluation of The seismic Performance of Existing Building Structures (기존 철근콘크리트 건축물의 내진성능 평가)

  • Woo, Woon-Taek;Kown, Yong-Hun;Chung, Lan
    • Journal of the Earthquake Engineering Society of Korea
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    • v.4 no.4
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    • pp.105-110
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    • 2000
  • 중약진 지역으로 분류되고 있는 대만에서 1999년에 발생된 예상치 못한 막대한 경제적 피해와 사상자를 기록하였다. 대만과 마찬가가지로 중약진지역으로 분류되는 우리나라에서도 지진발생시 많은 문제발생이 예상됨에 따라 기존건물의 내진성능평가의 필요성의 인식하게 되었다. 본 연구에서는 미국과 일본에서 이미 적용되고 있는 기존 건축물의 내진성능 평가 기법을 분석하고 이를 3층 규모의 모멘트 골조 건물에 적용하여 평가해 보았다. 평가는 일본건축방재협회에는 철근콘크리트 구조물의 내진성능평가 규준을 적용하였다.

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A Study on the Characteristics of the Awareness and Satisfication Level of Musculoskeletal Patients and Non-Musculoskeletal Patients that Use Korean Medical Institutions (한방의료기관 이용자 중 근골격계질환자와 비근골격계질환자의 인식도 및 만족도 특성연구)

  • Sung, Angela Dongmin;Choi, Sung Young;Park, Minjung;Sung, Soo-Hyung
    • Journal of Society of Preventive Korean Medicine
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    • v.24 no.3
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    • pp.27-38
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    • 2020
  • Background : The study aimed at examining the awareness and satisfaction level of Korean medicine treatment of musculoskeletal patients and non-musculoskeletal patients. Method : The frequency and percentage were calculated to identify the overall characteristics, and to identify the characteristics of the respondents who visited the hospital to treat musculoskeletal diseases and those who visited for the treatment of non-musculoskeletal diseases, the correlation between the variables was analyzed using the chi-square analysis (χ2-test). Furthermore, analysis items were compared depending on detailed diseases within the musculoskeletal disorder (lumbar pain, sprains, arthritis, frozen shoulders, spondylitis, disc) Result : Respondents who used Korean medicine for the purpose of treating musculoskeletal diseases had answered that costs involved in Korean medicine was expensive, and answered that herbal decoction was the preferred Korean medicine treating method for expanding health insurance benefits. Regarding the safety awareness of Korean medicinal herbs, responses that said it was safe was high, and their willingness to use and recommend Korean medicine in future was also high. Respondents who used Korean medicine for the purpose of treating musculoskeletal diseases said they were overall satisfied along with the attitude of Korean medical doctors, treatment results, and costs of treatments. Conclusion : The study was aimed at securing basic data to indirectly identify the national demand for Korean medicine, through investigating the level and degree of differences that exist in the perception and satisfication level and further find a point where policy intervention is possible in future.

Seismic Fragility Analysis of Single-Degree-of-Freedom Model Based on Input Earthquake Ground Motions in Strong and Low-to-Moderate Seismic Regions (강진 및 중·약진 지역의 입력 지진파에 따른 단자유도 모델의 지진취약도 분석)

  • Sangki Park;Jeong-Rae Cho;Chang-Beck Cho;Dong-Chan Kim;Jinhyuk Lee
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.36 no.6
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    • pp.371-380
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    • 2023
  • To calculate seismic fragility, it is important to select input earthquake ground motions that can properly express the characteristics of the target site. This study analyzed the seismic fragility of a single-degree-of-freedom (SDOF) model based on input earthquake ground motions in strong and low-to-moderate seismic regions. As a first step, a total of four sets of input earthquake ground motions were selected,: two sets measured near or far from overseas strong earthquake records and two sets exhibiting the characteristics of low-to-moderate earthquake regions in South Korea. A nonlinear SDOF model for three natural periods was applied to the target structure, and incremental dynamic analysis was used for fragility analysis. In addition, four damage states were defined, and seismic fragility results for each natural period of the nonlinear SDOF model for the four aforementioned input earthquake ground motion sets were obtained for each damage state.

한국을 거울삼아서

  • Korean Library Association
    • KLA journal
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    • v.10 no.10
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    • pp.27-27
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    • 1969
  • 본고는 지난 5월 28일부터 30일까지 ‘아카데미 하우스에서 열린 아세아 태평양 지역 도서관 국제회의에 참석하고 귀국한 중국대표 장동철(Mr. Daniel T.C. Chang=대만 국립중앙도서관 부관장)씨가 본 도협 최근만 사무국장 앞으로 보내 온 6월 25일자 대북 ’대화만보‘사설로 게재한 ’간한국저면경자‘의 역이다. 국제회의를 전후로 약 일주일간 서울에 체류하면서 많은 자료를 수집해 간 바 있는 씨는 대한중 도서관계를 위시, 서울의 약진상을 보고 심히 감명하면서 자국민도 한국의 인상에서 다음 여섯 가지 점은 꼭 본받아야 할 것이라고 강조한 바 있다. 다음 글은 동 사설의 내용이다.

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Progress in Seismic Design Concept in Moderate Seismicity Regions (중약진 지역에서의 내진설계 개념의 발전동향)

  • Jang, Seung-Pil;Kim, Jae-Gwan
    • 도로교통
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    • s.76
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    • pp.2-7
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    • 1999
  • Seismic design in low to moderate seismic regions has to be based on the characteristics of seismic risk, ground motion and structural response in that region. The characteristics of seismic hazard in low to moderate seismic regions are reviewed briefly. The recent findings on the dynamic behavior subjected to the moderate intensity level of ground motion are summarized. The seismic design considerations in Eastern America, China, Australia, Thailand and Hong Kong will be introduced. The effort to adopt the limited ductility design in low to moderate seismicity regions will be reported. Finally research works that are required for the implementation of the limited design concept will be proposed.

SEismic Performance of Circular RC Bridge Piers designed in Moderate on low Seismic Zone (중.약진 지역의 원형 내진 RC 교각의 내진성능평가)

  • 박종협;조창백;박희상;정영수
    • Proceedings of the Korea Concrete Institute Conference
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    • 2000.04a
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    • pp.452-457
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    • 2000
  • This research aims at evaluating the seismic performance of the existing R/C bridge piers, which were seismically designed in accordance with the provision of moderate confinement design code (Eurocode 8). The work presented in this paper experimentally investigates the ductility and hysteretic behavior of circular reinforced concrete columns with moderate confinement. Pseudo-dynamic tests have been carried out on two scaled R/C column specimens to investigate their hysteretic behavior and other seismic performance.

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