종합대학의 에너지소비원단위 작성에 관한 연구

홍원화(Hong Won-Hwa),이춘미(Lee Choun-Mi),김주영(Kim Ju-Young),조수(Cho Soo) 대한건축학회 2008 대한건축학회논문집 Vol.24 No.11

The For the last half a century, Korea has been experiencing rapid economic growth and industrialized development, however they cause serious problems that environmental pollution and energy shortage have appeared, and the biggest problem that Koreans are now confronted are required solutions throughout the world. At that time, Korea's energy consumption ranks 10th in the whole world. Among them, energy for buildings, about 25% of the total amount of energy consumed in Korea, is very serious. Especially, the energy consumption of school buildings, which have a heating & cooling system according to improvements of the educational environment, is rapidly increasing. These features are explicit in the University, Because it has lots of colleges and facilities for lecture, experiment, and research. In this paper, the energy consumption of Kyungpook National University which is at Daegu, Korea was investigated. This study attempts to appoint the place which is one of University and to investigate the characteristics of energy consumption like electricity, gas, oil. Using the investigation results, we can obtain the overall trend of energy consumption of the university and provide important data basis to guide rebuild and extend construction of school in the future.

대구경 현장타설말뚝의 침하특성 사례연구

홍원표(Hong Won Pyo),여규권(Yea Geu Guwen),이재호(Lee Jae Ho) 대한토목학회 2004 대한토목학회 학술대회 Vol.2004 No.10

지지력 공식을 이용한 강제치환 심도산정(사례연구)

홍원표(Hong Won-Pyo),한중근(Han Jung-Geun),이종영(Lee Jong-Young) 대한토목학회 2002 대한토목학회 학술대회 Vol.2002 No.11

측방유동지반상 말뚝기초교대의 측방이동 평가

홍원표(Hong Won Pyo),이광우(Lee Kwang Wu),조삼덕(Cho Sam Deok),이재호(Lee Jae Ho) 대한토목학회 2007 대한토목학회논문집 C Vol.27 No.5

국내현장에서 수집된 43개 교대의 측방이동 실측자료에 대한 분석을 통해 말뚝기초교대의 측방이동을 간편하게 평가할 수 있는 방안을 제안한다. 실측된 교대측방변위를 고려하여 연약지반의 비배수전단강도와 교대배면에 작용하는 상재압의 관계를 분석한 결과, 교대 배변의 뒤채움으로 인한 상재압이 연약지반 비배수전단강도의 3배보다 작은 경우에는 실측된 교대변위가 국내 교대의 측방이동 허용치인 15㎜ 이내인 것으로 나타나, 교대 유지관리에 문제가 발생하지 않았다. 그러나 상재압이 연약지반 비배수전단강도의 3배~8.3배인 경우는, 교대변위가 15㎜~50㎜ 발생하는 것으로 나타났다. 따라서 이 경우 교대의 측방이동을 고려한 설계를 수행함으로써, 교대 측방변위를 허용치인 15㎜ 이하로 감소시켜야 한다. 특히 상재압이 비배수전단강도의 8.3배 이상이면, 50㎜ 이상의 심각한 교대변위가 발생할 수 있기 때문에, 적절한 교대 측방이동 대책공법이 강구되어야 하는 것으로 나타났다. 이러한 결과는 상재압과 비배수전단강도의 상관관계를 나타내는 사면지반의 안정수를 이용하면 측방유동지반상 말뚝기초교대의 측방이동 가능성을 간편하게 평가할 수 있음을 의미한다. 반면에 측방유동지수와 측방이동판정지수는 교대 실측변위 및 사면안전율과 상관성이 높지 않았다. 이는 경험지수만으로 교대의 측방이동 여부를 판정하는 것은 합리적이지 않음을 의미한다. 따라서 교대를 포함한 사면의 안정수가 3보다 크면, 교대기초말뚝의 사면안정 기여효과와 교대의 허용측방변위를 반영한 사면안정해석을 통해 교대 측방이동 여부를 면밀히 검토해야 한다. Field monitoring data for forty three piled bridge-abutments were investigated to suggest an evaluation method on lateral movement of the abutments. As the results of the investigation, if the surcharge pressure by backfills behind the piled-bridge abutment is less than 3 times the undrained shear strength of the soft grounds, the lateral displacement of the abutments was within 15 ㎜. Therefore, the abutment can be maintained without any problems because the abutment will move laterally within an allowable movement range. However, if the surcharge pressure is between 3 times and 8.3 times the undrained shear strength of the soft grounds, the abutments moved laterally between 15 ㎜ and 50 ㎜. In this case, the lateral displacement of the abutment should be considered on the design because the displacement may be considerable. Moreover, if the surcharge pressure behind the abutments is greater than 8.3 times the undrained shear strength of the soft grounds, the lateral displacement of the abutments could be more than 50 ㎜. In this case, a reasonable countermeasure should be applied to prevent excessive lateral displacement of the abutment, or the design of the abutment should be changed because the lateral movement is severe enough to severely damage the abutment. In tum, the stability number, which is the ratio of the surcharge pressure to the undrained shear strength can be used as the simplified empirical index to evaluate the possibility of lateral movement of abutments. However, both the lateral flow index and the lateral movement judgement index do not always show good relationship with not only the lateral displacement of the abutments but also the safety factor of slopes. Therefore, It is not always suitable to predict the lateral movement of abutments by using only conventional empirical indexes. These empirical indexes should be used together with the safety factor of slope with consideration of the allowable limit of the lateral displacement of the abutment.

억지말뚝으로 보강된 절개사면의 거동

홍원표,한중근,이문구,Hong, Won-Pyo,Han, Jung-Geun,Lee, Mun-Gu 한국지반공학회 1995 지반 : 한국지반공학회지 Vol.11 No.4

산지나 구릉지의 개발시 생성되는 절개사면의 안정문제는 반드시 확보되어야 할 중요한 사항이다. 산사태방지대책으로 억지말뚝공을 채택하는 경우, 억지말뚝공의 사면안정효과는 말뚝 및 사면 모두의 안정이 동시에 만족되어야 한다. 이러한 억지말뚝의 사면안정효과를 확신하기 위하여 억지말뚝이 설치된 사면의 거동을 면밀히 조사.분석하여 볼 필요가 있다. 본 논문에서는 우선 우리나라에서 적용되어 오고 있는 산사태방지대책을 체계적으로 정리하였다. 그리고 한 아파트 신축부지 절개사면을 억지말뚝공으로 복구한 현장사면을 대상으로 사면과 말뚝에 각종 계측기를 설치하고 계측치를 이용하여 억지말뚝과 사면지반의 거동을 조사.분석하여 보았다. 현장계측결과 일정간격의 줄 말뚝으로 설치된 억지말뚝의 사면안정효과는 상당히 양호한 것으로 판단되었다. 억지말뚝 및 지반의 변위는 억지말뚝 전면의 사면정지 작업시 영향을 많이 받았다. 여기서 사면안정공의 시공과정은 크게 4단계로 구분된다. 즉 초기의 사면정지 작업단계와 사면하부 옹벽설치위치 및 전면의 지하주차장용 지하굴착단계 그리고 옹벽완성단계이다. 결국, 본 연구를 통하여 제안된 억지 말뚝설계법의 합리성은 충분히 확일될 수 있었다. On development of mountaneous or hilly area, stability of cut slope should be provided to prevent undesirable landslides. When piles are used as a countermeasure to stabilize existing landslide, stabilities for both piles and slope should be simultaneously satisfied to obtain the whole stability of the slope reinforced by piles. In order to confirm the effect of stabilizing piles on slope stabilization, it is necessary to investigate the behavior of the slope, in which the piles are installed. In this paper, first, the countermeasures used commonly to control unstable slope in Korea were summerized systematically. Nezt, the behavior of piles and slope soil was investigated by instrumentation installed into a cut slope for an apartment stabilized by a row of piles. Instrumentation could present sufficient effect of piles on slope stabilization Construction works in front of the row of piles affected the displacement of piles and slope. The construction works were divided into four stages, i.e. initial cutting stage of slope, excavation stages for retaining wall and parking space, and construction of retaining wall. As the result of research, the applicability of the proposed design method could be confirmed sufficiently.

관입말뚝에 대한 연직재하시험시 (鉛直載荷試驗試) 강복하중의 판정법

홍원표(Won Pyo Hong),양기석(Kee Suk Yang),이장오(Jang Oh Lee),성안제(An Jea Sung),남정만(Jung Man Nam) 한국지반공학회 1989 대한토질공학회지 Vol.5 No.1

거제 국산초등학교 교사개축 기본계획연구

홍원화(Hong, Won-Hwa),이상홍(Lee, Sang-Hong) 한국교육시설학회 2007 敎育施設 Vol.14 No.2

악성흑색점흑색종 19예에 대한 임상 및 병리 조직학적 연구

홍원진 ( Won Jin Hong ),장홍선 ( Hong Sun Jang ),이상희 ( Sang Hee Lee ),이상은 ( Sang Eun Lee ),정기양 ( Kee Yang Chung ),노미령 ( Mi Ryung Roh ) 대한피부과학회 2016 大韓皮膚科學會誌 Vol.54 No.10

Background: Lentigo maligna melanoma (LMM) is a subtype of melanoma that typically develops on sun-damaged skin. LMM is estimated to comprise 4∼15% of melanomas, but the prevalence is known to be relatively lower in the Korean population than in the Caucasian population. Objective: To review the clinico-pathologic features and treatment outcomes of Korean patients with LMM. Methods: Nineteen patients diagnosed with LMM during 2003∼2015, in the Yonsei University Health System, were included in this study. The age and sex of the patients, lesion location, thickness (Breslow), stage, treatment methods, BRAF, NRAS, and KIT mutation status, and survival rates were analyzed. Results: Among the 19 Korean patients, 11 were male and 8 were female. The median age was 59.2 years. The most common site was the cheek (47.4%), followed by the scalp, eyelid, nose, forehead, lip, and neck. At the time of diagnosis, 13 patients were in localized stages (5 patients, stage 0; 3 patients, stage I; and 5 patients, stage II) and 6 patients were in advanced stages (3 patients, stage III; and 3 patients, stage IV). Patients in the localized stages showed better overall survival (OS) than those in the advanced stages (p=0.012). Nine patients were treated with a wide excision, and 6 using Mohs micrographic surgery. Three patients received high-dose interferon-α therapy; 6, chemotherapy; and 4, radiotherapy. Two patients in stage 0 were treated with topical ingenol mebutate. Two patients had BRAF V600E mutation; 1, NRAS G12R mutation; and 1, KIT mutation. Median OS of the patients was 40.8 months. Conclusion: Our analysis provides additional information about clinical characteristics, treatment, and prognosis of LMM in Korean patients. (Korean J Dermatol 2016;54(10):769∼775)

Ko-압밀점토지반속 주응력회전 현상의 모형화

홍원표,김태형,이재호,Hong, Won-Pyo,Kim, Tae-Hyeong,Lee, Jae-Ho 한국지반공학회 1997 지반 : 한국지반공학회지 Vol.13 No.1

실제지반에 하중이 가하여 질 경우 발생되는 주응력회전시의 지반거동을 해석하기 위하여 등 방단일경화구성모델이 적용되었다. 이 모델에 의한 해석결과는 Ko압밀점토의 중공 원통형 공시체에 여러가지 응력경로를 대상으로 실시된 일련의 비틀림전단시험에 의한 시험치와 좋은 일치를 보이고 있다. 결국 주응력회전시의 지반거동은 등방압축 및 통상적인 압밀비배수 삼축압축시험으로 얻을 수 있는 간단한 정보만을 활용한 이 모델로 예측될 수 있음을 알았다. 비틀림전단시험결과와 해석결과 모두에서 등방탄소성 지반거동을 최초재하 (primary loading)단계 동안에 관찰할 수 있었다. 그러나, Ko압밀응력의 등방항복면내에서 감하나 수재하와 같은 응력 반전을 실시할 경우 최대주변형률증분 방향의 해석치는 시험치와 일치하지 않았다. 이는 응력반전시의 지반거동을 해석하기 위하여는 등방경화모델 (isotropic hardening model)보다 는 이동경화모델(kinematic hardening model)이 개발되어야함을 의미한다. 또한 본 연구에서는 일공간에서 변형률증분벡터의 시험치가 관련흐름법칙 및 비관련흐름법칙에 의한 해석법과 비교되었다. The isotropic single-hardening constitutive model has been applied to predict the behavior of soils during reorientation of principal stresses in the field. The predicted response by the model agrees well with the measured behavior for a series of torsion shear tests performed on hollow cylinder specimens of Ko consoildated clay along various stress -paths. This indicates that the soil behavior during reorientation of principal stresses can be predicted by using the model with application of simple informations given by isotropic compression tests and conventional consolidated-undxained triaxial compression tests. Isotropic elasto-plastic soil behavior has been served during primary loading from both the torsion shear tests and the predictions by the model. However, the directions of maj or principal strain increment given by the model have not coincided with the directions for tests during stress reversal, such as unloading and reloading, within isotropic yield surface for Ko consolidated stress. This indicates that kinematic hardening model instead of isotropic hardening model should be developed to predict the soil behavior during stress reversal. The experimental strain increment vectors in the work-space have been compared with the directions expected for associated and nonassociated flow rules.

도심지 마이크로그리드 계획 및 운용기술

홍원표(Won-Pyo Hong),이기홍(Gi-Hong Lee) 한국조명·전기설비학회 2011 한국조명·전기설비학회 학술대회논문집 Vol.2011 No.11

This paper proposes the planning and operational technology of urban microgrid. The presented key technology is the several types of microgrid, the solutions for green city, and a new microgrid energy management comprised the hybrid energy systems with the renewable energy system(RES) and combined cooling, heating and power(CCHP) system.