• Structural Engineering and Mechanics
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• 제81권4호
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• pp.443-459
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• 2022

The paper studies the dispersion and attenuation of propagating waves in the "plate+compressible viscous fluid layer" system in the case where the fluid layer flow is restricted with a rigid wall, and in the case where the fluid layer has a free face. The motion of the plate is described by the exact equations of elastodynamics and the flow of the fluid by the linearized Navier-Stokes equations for compressible barotropic Newtonian viscous fluids. Analytical expressions are obtained for the amplitudes of the sought values, and the dispersion equation is derived using the corresponding boundary and compatibility conditions. To find the complex roots of the dispersion equation, an algorithm based on equating the modulus of the dispersion determinant to zero is developed. Numerical results on the dispersion and attenuation curves for various pairs of plate and fluid materials under different fluid layer face conditions are presented and discussed. Corresponding conclusions on the influence of the problem parameters on the dispersion and attenuation curves are made and, in particular, it is established that the change of the free face boundary condition with the impermeability condition can influence the dispersion and attenuation curves not only in the quantitative, but also in the qualitative sense.

• Geomechanics and Engineering
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• 제33권5호
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• pp.507-518
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• 2023

The effects of various supporting arrangements have been investigated on an excavation support system using a numerical tool. The purpose of providing different supporting arrangements was to limit the pile wall deflection in the range of 0.5% to 1% of the excavation depth. Firstly, a deep excavation supported by sheet pile wall was modeled and the effects of sheet pile wall thickness, excavation depth and distance to adjacent footings from sheet pile wall face were explored on the soil deformation and wall deflection. Further analysis was performed considering six different arrangements of tieback anchors and struts in order to limit the wall deflections. Case-01 represents the basic excavation geometry supported by sheet pile wall only. In Case-02, sheet pile wall was supported by struts. Case-03 is a sheet pile wall supported by tieback anchors. Likewise, for the Cases 04, 05 and 06, different arrangements of struts and tieback anchors were used. Finally, the effects of different supporting arrangements on soil deformation, sheet pile wall deflection, bending moments and anchor forces have been presented.

• 디자인학연구
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• 제19권2호
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• pp.207-216
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• 2006

벽지는 본래 종이가 지닌 성질상 실내장식에 있어서 수명이 가장 짧다는 특징이 있지만, 벽면의 시각적인 효과의 다양함으로 현대 벽장식 마감재중 가장 중요한 요소가 되었다 벽지는 종이의 특성상 역사적 유물 보존이 어렵고 그에 관한 기록이 미흡하며 건축물의 실내공간이 잘 유지되었거나, 광고로 사용되었던 다양한 상업용 샘플과 여러 책자에 의해서만 고증되고 있다. 종이벽지와 도배 자료들을 근거로 18세기의 영국을 중심으로 현대 벽지도배의 발전과 벽지산업의 이론적 체계 확립을 위해 과거의 전통적 벽지도배의 역사적 배경연구와 기술적, 상업적 배경의 근원을 이론적으로 고찰하여 전통적 벽지도배의 상업적 역사성을 재 인식하고자한다. 벽지도배의 이론적 연구를 통해 전통적 도배방법과 초배지의 전승, 반복이음 방식을 이용한 패턴의 양식화, 벽지도배의 분업화와 상업적 비용의 세분화, 과거 전통접착 방법의 전승, 띠벽지의 유래, 전통적 종이벽지의 실용성과 초기 도배기술의 다양한 기능성, 맞대이음 방식에서 중복이음 방식의 변화, 여성의 벽지선택을 통한 DIY제품의 개발 등을 이론적으로 고찰하였다. 벽지는 지금도 장식적, 기능적 벽 마감재 또는 벽 처리를 위한 가장 대중적인 재료로서 다른 재료들보다도 가장 선호하는 제품으로 남아 있다. 이러한 벽지의 도배 기술과 상업성을 역사적으로 고찰하여 전통 벽지도배의 이론적 체계 확립을 위한 중요한 자료이며 미래 벽지산업의 방법론적 접근을 위한 벽지역사의 근원이 될 수 있는 연구라고 사료된다.

• 한국지반공학회논문집
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• 제22권8호
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• pp.33-42
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• 2006

연성벽체인 보강토옹벽은 변형을 허용하므로 연약지반 상에 구축될 경우 뒤채움재와 연약지반의 변형이 수렴될 때까지 경과시간에 따라 벽체에 작용하는 토압과 옹벽내에 작용하는 보강재의 인장력은 변하나, 이들을 장기간에 걸쳐 계측 및 분석한 사례는 거의 없다. 본 연구에서는 얕은 층의 연약지반상에 실물보강토옹벽을 구축하여 보강재의 변형, 토압, 간극수압 등을 약 16개월 동안 계측 및 분석하였다. 스트레인 게이지를 사용하여 보강재의 변형을 계측하였으며, 특히 부직포의 변형 계측에 스트레인 게이지를 적용하는 새로운 방법을 제안하였다. 대부분의 보강재 변형은 옹벽구축 후로부터 한 달 이내에 발생하고, 약 16개월 동안 계측된 부직포, 직포, 지오그리드에서의 최대변형률은 6.05, 2.92, 2.33%로 나타났다. 보강토옹벽 내에서 간극수압은 무시할 수 있으나, 벽면에서의 수평토압은 옹벽의 저부와 상부에서 정지토압보다 크게 나타났다.

• 한국실내디자인학회논문집
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• 제17권5호
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• pp.115-122
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• 2008

There are many ways to know the social and cultural level of each country. Among them, a museum are not only the best place to understand the history, the life style and the culture level. The most important constituent, which museum architecture has, are visitors, exhibition and communication between visitors. Exhibition space composition is the one of important things in museum architecture, and it's essential to show an intent of exhibition to visitors. This thesis has the purpose to provide the basic material through analyzing exhibition space composition and exhibition method of the theme museum and understanding the relativity of them so that the new theme museums can be designed in the Tight direction. So I chose the independence museum that opened within recent 10 years, finally middle & small size's theme museum were selected. The results from the case study are as follow. Firstly, the exhibition space unit of basic type and center-hall enter type had a one-way for gateway and used the exhibition of three or four faces. The exhibition space unit of around tile center-hall type and guidance type had the separated gateway and used the exhibition of one or two faces. Secondly, the exhibition method of selected museums was divided into the wall face type and the island type. The exhibition method of two faces mainly used in guidance type caused complicated visitor circulation. In that case, it seemed to be good that two walls were used alternately. Thirdly, there were visual type, audio-visual type, handling type and experiential type in the method of exhibition. The former two types were used mostly, and the latter two types were rarely used. Fourthly, the wall face type was inefficient for exhibition because given walls were supposed to be used. Therefore, it was more effective to use the wall face type and the island type together.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2005년도 봄학술 발표회 논문집(I)
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• pp.435-438
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• 2005

The use of new hybrid systems that combine the advantages of steel and reinforced concrete structures has gained popularity. One of these new mixed systems consists of steel beams and reinforced concrete shear wall, which represents a cost- and time-effective type of construction. A number of previous studies have focused on examining the seismic response of steel coupling beams in a hybrid wall system. However, the shear transfer of steel coupling beam-wall connections with panel shear failure has not been thoroughly investigated. The objective of this research was to investigate the seismic performance of steel coupling beamwall connections governed by panel shear failure. To evaluate the contribution of each mechanism, depending upon connection details, an experimental study was carried out The test variables included the reinforcement details that confer a ductile behaviour on the steel coupling beam-wall connection, i.e., the face bearing plates and the horizontal ties in the panel region of steel coupling beam-wall connections. It investigates the seismic behaviour of the steel coupling beams-wall connections in terms of the deformation characteristics. The results and discussion presented in this paper provide background for a companion paper that includes a design model for calculating panel shear strength of the steel coupling beam-wall connections.

• Geomechanics and Engineering
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• 제24권6호
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• pp.531-543
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• 2021

Freezing and thawing of pore water within backfill can affect the stability of retaining wall as the phase change of pore water causes changes in the mechanical characteristics of backfill material. In this study, the effects of freezing and thawing on the mechanical performance of retaining wall with granular backfill were investigated for various temperature and groundwater level (GWL) conditions. The thermal and mechanical finite element analyses were performed by assigning the coefficient of lateral earth pressure according to phase change of soil for at-rest, active and passive stress states. For the at-rest condition, the mobilized lateral stress and overturning moment changed markedly during freezing and thawing. Active-state displacements for the thawed condition were larger than for the unfrozen condition whereas the effect of freezing and thawing was small for the passive condition. GWL affected significantly the lateral force and overturning moment (Mo) acting on the wall during freezing and thawing, indicating that the reduction of safety margin and wall collapse due to freezing and thawing can occur in sudden, unexpected patterns. The beneficial effect of an insulation layer between the retaining wall and the backfill in reducing the heat conduction from the wall face was also investigated and presented.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2009년도 춘계 학술대회 제21권1호
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• pp.581-582
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• 2009

Continuous deep girders which transmit the gravity load from the upper wall to lower columns have frequently long end shear spans between the boundary of the upper wall and the face of the lower column. This paper presents the results of tests and analyses performed on three 1:2.5 scale specimens with long end shear spans, (the ratios of shear-span/height : 2.0

• 한국지반환경공학회 논문집
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• 제13권12호
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• pp.67-74
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• 2012

기존건물의 지하층과 인접하여 굴착 시 양단벽체 토사의 마찰로 발생하는 아칭효과는 굴착벽체에 작용하는 토압을 경감시키게 된다. 본 논문에서는 굴착깊이에 대한 배면폭의 비와 벽마찰각의 변화에 따른 아칭효과의 변화를 다양한 조건에서 수치해석을 통하여 살펴보았다. 수치해석 모델은 원심모형시험결과를 바탕으로 검증하여 적용하였으며, 아칭에 의한 토압경감 효과는 굴착깊이에 대한 배면폭의 비가 작고 벽마찰각이 커짐에 따라 증가함을 알 수 있었다. 이와 같은 아칭 현상은 기존의 아칭이론 중 Handy(1985)가 제안한 이론식을 통하여 가장 정확히 묘사 가능함을 알 수 있었다.

• 한국지반공학회지:지반
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• 제2권1호
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• pp.45-54
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• 1986

보강토잡벽에 대한 합리적인 설계 및 시공방법에 관한 경험적인 자료를 제홍하기 위하여 실내 모형실험이 실시되었다. 본 모형실험에서는 각 축조 단계에서의 보강재의 인장력 변화를 보강재상에 부착된 스트레인 게이지에 의하여 계측되었다. 또한 다이알게이지에 의하여 보강토파벽의 수평이동이 측정되었고, 도건의 붕괴형태가 조사되었다. 모형실험에서 측정된 값들은 보강토옹벽에 대한 기존 연구 결과와 비교.논의하였다. 본 모형실험의 중요한 결과는 보강재의 인장력이 벽면가까이에서 최대가 되어 비선형적으로 변화하며, 벽체에 연결된 보강재가 전류에 대한 안정성을 증가시킨다.