• 한국구조물진단유지관리공학회 논문집
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• 제26권5호
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• pp.135-142
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• 2022

본 연구에서는 초고강도 콘크리트에 적용된 겹침 이음의 안전성을 평가하기 위해 초고강도콘크리트 보의 휨성능을 평가하였다. 설계기준에서 정하고 있는 정착 길이 및 겹침이음 길이 산정식에서 겹침이음 길이에 영향을 미치는 횡보강근과 콘크리트 피복 성능의 검토가 수행되었다. 주요 변수는 콘크리트 피복의 구속 성능 증진을 위한 섬유의 혼입과 횡방향철근 배치로 설정하였다. 강섬유가 혼입되었으며 1% 및 2% 부피비로 섬유의 혼입량 증가에 따른 콘크리트 피복 성능의 변화를 검토하였으며, 이음 구간 내에 간격 100mm의 D10 스터럽이 배치되도록 하였다. 실험 결과, 스터럽으로 구속된 실험체는 주인장철근 방향으로의 수평균열 진전과 함께 급격한 하중저하 현상이 나타났으며, 강섬유로 보강된 실험체의 경우 주인장철근 방향의 균열 확대가 억제되고 급작스러운 하중지지능력의 상실을 경험하지 않는 것으로 나타났다. 특히, 2% 의 혼입률이 적용된 실험체의 주인장철근 위치의 변형률은 항복 변형률을 초과하는 것으로 나타났다. 콘크리트 표면에 대한 변형률 측정 결과 철근보다는 섬유가 더 콘크리트 표면의 손상을 방지하는 데에 효과적인 것으로 나타났다.

• 한국전통조경학회지
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• 제32권2호
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• pp.42-54
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• 2014

본 연구는 장성 필암서원의 입지 형국 풍수지리 등 장소성에 담긴 의미경관적 요소와 서원배치에 따른 시지각적 공간구성에 담긴 미학성 독해를 위해 시도되었다. 고지도에 표기된 '필암서원', '필봉서원', '김하서서원' 등에서 보이듯 '필암'은 곧 '필봉'이며 이는 '김하서'라는 인식이 드러나고 있다. 서원의 배산 필암산(문필산)과 필암(붓바위)은 필암서원 장소정체성 구축의 핵심이며 하서 김인후의 상징으로, 연고성을 바탕으로 한 깊은 인걸지령(人傑地靈)의 관계로 엮여있음이 읽혀진다. 필암서원은 안산(案山) 없이 파노라믹한 '증산들'을 안대(案對)로 한 계거(溪居)의 입지특성을 보인다. 하서의 태생지인 맥동마을과 필암 그리고 '단봉함서형(丹鳳含書形)' 형국을 반영한 서원의 터잡기와 조형적 반영 그리고 건물 '이름붙이기'에서 드러난 필암서원의 액호(額號)와 각 건물의 당호(堂號) 또한 성리학적 가르침을 바탕으로, 자연과 인간이 하나 되는 천인합일(天人合一)의 인식 결과에 따른 기호경관적 특질은 여타 서원 보다 뚜렷하다. 확연루(누문)-청절당(강당)-진덕재 숭의재(재실)-우동사(사당)의 "전당후재형" 배치로 구축된 교접마당을 통한 중심성의 극대화는 필암서원 고유의 공간 프레임적 특성이다. 여기에 더하여 '유식공간과 제향공간내 경장각과 계생비 배치로 얻어진 내심 이동'을 통한 중심성의 강화' 그리고 '영역성의 강화를 위한 시설과 장치' 등에서 필암서원의 공간구성상의 경관짜임이 읽혀진다. 또한 '창호 구성을 통한 조망 중심성의 강화', ' "틀에넣기"와 중첩을 통한 시각적 투명성 확보' 그리고 '재실 툇마루 높이를 통한 위계성의 구현' 등의 시각구성상의 경관짜임을 통해 성리학적 사고를 바탕으로 한 질서와 미학성이 필암서원 조형에 논리적으로 구현되었음을 독해하였다. 이와 같이 경관 재구성을 통해 정리되고 새롭게 읽혀진 필암서원의 의미체계와 공간 및 시각구성상의 미학성은 결코 우연이 아닌 필연적 결과로, 장성 필암서원의 내적 충일을 높일 수 있는 요인이며 또 다른 자원기반이다. 본 연구를 통해 얻은 경관독해의 결과가 필암서원에 대한 이해 증진과 드러나지 않은 문화경관에 대한 감수성을 높이는데 기여할 것을 기대한다.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2002년도 춘계 학술발표회 논문집
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• pp.297-305
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• 2002

As advanced earthquake analysis/design methods such as the nonlinear static analysis are developed, it is required to estimate precisely the cyclic behavior of reinforced concrete members that is characterized by strength, deformability, and capacity of energy dissipation. However, currently, estimation of energy dissipation depends on empirical equations that are not sufficiently accurate, or experiment and sophisticated numerical analysis which are difficult to use in practice. In the present study, nonlinear finite element analysis was performed to investigate the behavioral characteristics of flexure-dominant RC members under cyclic load. The effects of axial force, arrangement of reinforcing bars, and reinforcement ratio on the cyclic behavior were studied. Based on the investigation, a simplified method to estimate the capacity of energy dissipation was proposed, and it was verified by the comparison with the finite element analyses and experiments. The proposed method can estimate the energy dissipation of RC members more precisely than currently used empirical equations, and it is easily applicable in practice.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 봄 학술발표회 논문집
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• pp.379-384
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• 2001

This paper presents the experimental result of composite basement wall in which H-pile and reinforced concrete wall are combined using shear connector. Twelve specimens are tested to evaluate the shear capacity of the wall. Main variables in the test are composite ratio, arrangement of shear connector, thickness of wall, shear span ratio, and shear reinforcement. Test results indicate that the shear capacity of test specimens varies with the foregoing variables except the composite ratio. The results are compared with strengths predicted using the equations of ACI 318-99, Zsutty, and Bazant. Based on this investigation, a method for predicting the shear strength of composite basement walls is proposed.

• 한국복합재료학회:학술대회논문집
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• 한국복합재료학회 2001년도 추계학술발표대회 논문집
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• pp.144-148
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• 2001

A proper estimation of the mechanical properties for composites has been required for better design/selection of constituents for composite materials. Present investigation shows the simulation results for ceramic reinforced metal matrix composite under uniaxial transverse tensile loading. The resulting transverse mean stress with the transverse mean strain was described for composites as a function of the volume fraction with two different types of interfacial bonding: (1)strongly bonded interface, and (2)no bonded interface. A two-dimensional finite element modeling and analysis were conducted based on the unit-cell concept with an assumption of a regular square arrangement of the reinforcement within the composite. The mean stress was generally increased with the ceramic volume fraction for composite with strong interface bonding. The micromechanics concept combined with finite element modeling for composite can be used in order to predict the transverse properties of composites with a priori known properties of constituents.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 춘계학술발표회 논문집(I)
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• pp.158-161
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• 2006

The numerical analysis and the experiment was performed to investigate the influences of shear connector on shear resistance capability. The numerical analysis's results should that the H/B ratio of shear key is more effective than angle of shear key against shear strength and shear behavior, and it is more desirable to use a half of the H/B ratio of shear key. The specimen was made with same condition as AASHTO recommended. There model tests were performed under various form of shear key, number, arrangement reinforcement and condition using epoxy. As a result of the experiment, there is little difference(or there is no difference) between the case of using epoxy on shear connector and the unused case.

• 대한조선학회 특별논문집
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• 대한조선학회 2013년도 특별논문집
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• pp.55-59
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• 2013

Transverse vibrations of ship's aft end and deckhouse among the various modes of hull structures are induced mainly by transverse exciting forces and moments of main engine such as ${\times}$ and h-moment. Avoidance of resonance should be made in a intial design stage in case there is a prediction for resonance between main engine and transverse modes of deckhouse. This study shows a case of change in type of main engine from 12 cylinders to 10 without modification of hull structures in engine room requested by a shipowner of 8,600 TEU class container carrier and proposes a guide to the effective ways of structural arrangement for avoiding resonance between transverse exciting force and surrounding structures of main engine in engine room through case studies.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2002년도 추계 학술발표회 논문집
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• pp.247-257
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• 2002

Recently, performance-based analysis/design methods such as the capacity spectrum method and the direct displacement-based design method were developed. In these methods, the estimation of energy dissipation capacity due to inelastic behavior of RC structures depends on empirical equations which are not sufficiently accurate. On the other hand, in a recent study, a simplified method for evaluating energy dissipation capacity was developed. In the present study, based on the evaluation method, a new seismic design method for flexure-dominated RC walls is developed. In determination of seismic earthquake load, the proposed design method can address variation of the energy dissipation capacity with design parameters such as dimensions and shapes of cross-sections, axial force, and reinforcement ratio and arrangement. The proposed design method is compared with the current performance-based design methods and the applicability of the proposed method is disscussed.

• 한국지진공학회논문집
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• 제21권1호
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• pp.21-29
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• 2017

Purpose of this study is to investigate structural behavior of the rectangular hollow column with various transverse reinforcement details. Experimental variables are diameter, arrangement details and lateral spacing of cross tie. A total of 66 column specimens have been prepared and tested under axial compressive load. Test results showed that behaviors of column specimens were different depending on the cross tie details. Specimens with cross tie wrapping longitudinal steel and transverse steel have greater strength and ductility than specimens with cross tie wrapping the longitudinal steel.

• 대한조선학회 특별논문집
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• 대한조선학회 2008년도 특별논문집
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• pp.10-15
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• 2008

The proper docking block arrangement, loading condition and structural reinforcement are required to ensure structural safety of ship, when she is in re-docking and launching for inspection or repair. The large reaction force due to narrow bottom tangent area, heavy weight and ballast loading are occurred at aft body and fore body of ship. Especially, in case of LNGC, the strength evaluation is necessary for cargo hold areas including mid-body because tank hydro test is performed in dry-dock. The analysis results and experiences to confirm structural safety for docking of conventional LNGC$(138K{\sim}151.7K)$ are introduced in this paper.