• Journal of the Korea institute for structural maintenance and inspection
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• v.23 no.2
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• pp.99-106
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• 2019

A wall-frame structure resists horizontal load by the interaction between the flexural mode of the shear wall and the shear mode of the frame, which implies that the frame deflects only by reverse bending of the columns and girders, and that the columns are axially rigid. However, as the height of frame increases the shear mode of frame changes to flexural mode, which is due to the extension and shortening of the columns. An approximate hand method for estimating horizontal deflection and member forces in high-rise shear wall-frame structures subjected to horizontal loading is presented. The method is developed from the continuous medium theory for coupled walls and expressed in non-dimensional structural parameters. It accounts for bending deformations in all individual members as well as axial deformations in the columns. The deformations calculated from the presented approximate method and matrix analysis by computer program are compared. The presented approximate method is more accurate for the taller structures.

• Journal of the Earthquake Engineering Society of Korea
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• v.4 no.3
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• pp.35-44
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• 2000

전편의 실험적 연구에 이어서, 기 수행된 4개의 외부 접합부 시험체에 현존하는 여러 강도 예측식을 사용하여 콘크리트 기둥-강재 보 접합부의 내진 성능을 결정하는 패널 전단 및 지압 강도를 평가하였다. 또한, 접합부 패널지역의 변형특성을 묘사할 수 있는 일련의 스프링을 사용한 macro 형태의 해석모델이 논의되었으며, 이에 따라 Drain-2DX 및 IDARC 등의 상용프로그램을 사용하여 접합부의 패널전단 및 지압 파괴형태의 변형을 포함하는 단순해석이 수행되었다. 강도 예측결과에 의하면 본 연구에서 제시하는 수정된 내부 콘크리트 패널 전단 강도식을 포함하고 있는 ASCE 방법이 실험결과에 가장 근접한 것으로 나타났으며, 본 연구에서 검토된 패널지역 변형을 고려한 단순해석모델은 향후 전체 건물해석에 사용할수 있는 것으로 판단되었다.

• Geotechnical Engineering
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• v.9 no.4
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• pp.65-82
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• 1993

A series of torsion shear tests were performed to study the drained stress -strain behavior of medium dense Santa Monica Beach sand under various stress paths. The torque was applied to both clockwise and counterclockwise directions at the end of hollow cylinder specimen. Two clip gages had been previously used to measure the changes in wall thickness and diameter of the specimen. In this study, however, the lateral strain was determined by measuring volume changes in specimen. Specimens were prepared by the air pluviation method and gaseous carbon deozide( CO2) was used to measure precisely volumetric strain in specimen. The drained stress -strain behavior of cohesionless Boils during rotation of principal stress directions was analysed based on the results of torsion shear tests. The coupling of mal stress were applied. It was also found from the test results that the atrial strain at failure decreased with increasing value.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2010.04a
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• pp.14-17
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• 2010

본 논문에서는 국내에서 주상복합건물에 주로 건설되는 철근콘크리트 전단벽과 무량판 골조 기둥 시스템의 횡저항 거동을 조사, 분석하였다. 이 시스템의 내진설계 시 건물골조시스템을 적용하게 되는데 전단벽 설계는 큰 어려움이 없으나 골조의 경우 변형의 적합성을 고려해야 할 경우에 상세하고 명확한 지침이 마련되어 있지 않아 그 적용이 쉽지 않다. 이를 해결하기 위하여 예제 건물을 선정하여 기준에 따라 설계한 후 비선형정적 해석을 수행하여 철근콘크리트 전단벽과 무량판 골조 기둥의 비선형 거동을 조사하였다. 그 결과 무량판 골조 기둥의 거동은 전단벽에 종속되었고 변형의 적합성을 고려하기 위해 골조의 모멘트를 증폭하더라도 기둥의 단면 변화가 크지 않으므로 실무적으로 큰 어려움이 없는 것으로 나타났다. 다만 강도뿐만 아니라 변형 능력에 대해서도 추가적인 연구가 필요하다.

• The Korean Journal of Rheology
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• v.10 no.1
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• pp.24-30
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• 1998

솔젤법을 이용하여 단분산의 실리카 입자를 제조하고 농도변화에 따른 실리카 분산 액의 유변학적 거동을 해석하였다. 단분산 실리카 입자의 제조는 솔젤법을 이용한 액상반으 으로 제조하였고 입자의 안정화를 위하여 입자표면에 실란커플링제를 코팅하여 유기용매에 서 안정성을 갖도록 하였다. 분산액의 농도에 따른 유변학적 거동을 조사하기 위하여 부피 분율( )이 0.05인 희박 분산계로부터 =0.55의 고농도 분산계를 제조하였다. 솔젤법을 통하 여 단분산 실리카 입자를 성공적으로 제조하였으며 실란커플링제인 ${\gamma}$-methacryloxypropyl triethoxysilane로 입자의 표면을 화학적 방법으로 처리하여 유기용매 상에서 알킬기의 작용 에 의한 hard-sphere'특성을 나타내도록 하였으며 동시에 분산안정성을 유지할수 있었다. 입자 분산계는 =0.25이하의 부피농도에서는 분산용매와 같은 뉴톤거동을 보여주었으며 이 이이상의 농도에서는 비뉴톤거동인 전단담화(shear thinning)현상과 high shear limiting viscosity를 나타내었다. 이결과는 Krieger-Dougherty 식을 따름이 확인되었으며 부피분율 =0.50정도까지도 이식이 잘적용됨을 확인하였다. 부피분율 =0.50 이상의 고농도 입자 분산계 는 급격한 점도의 증가와 함께 전단담화와 전단탁화(shear thickening)현상이 모두 관찰되었 다. 특히 전단탁화를 일으키는 특헝전단변형률(cr)이하의 전단변형률에서는 안정되고 빠른 점성반응(viscous response)을 보여주었으나 특성 전단변형률 부근과 이상의 전단변형률 영 역에서는 매우 불안한 거동이 보여짐을 확인하였다. 그러나 이러한 점도 거동은 가역적이며 전단변형률을 증가시킬때와 감소시킬 때의 유변학적 거동이 거의 일치하였다.

• Proceedings of the Korean Geotechical Society Conference
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• 2001.03a
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• pp.57-64
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• 2001

암석-콘크리트 불연속면의 전단변형 및 파괴특성을 규명하기 위해 상부 재료를 콘크리트로, 하부 재료를 암석으로 하는 규칙.불규칙 톱니형 시료와 인공 절리시료를 제작하여 실험실 직접전단시험을 실시하였다. 전단과정 동안 하중과 변위 외에 미소파괴음의 계수와 에너지를 측정하여 전단과정의 단계별 특징을 규명하였고 미소파괴음 음원추적을 실시하여 불연속면에서의 거칠기 파괴부분의 변화를 고찰하였다. 또한 암석 불연속면과 암석-콘크리트 불연속면의 거동을 비교하고 거칠기의 불규칙성 증가에 따른 전단거동의 변화를 관찰하였다.

• Journal of the Korean Geosynthetics Society
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• v.2 no.1
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• pp.39-45
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• 2003

The most important part in the earth reinforcement is the interface between soil and the reinforcement. Shear strength and shear behavior in this interface make a great role relating to the reinforcement effect. This paper presents 2 kinds of direct shear test methods. one is the strain free shear test, called 'free method', that is performed by the free condition of allowing tensile strain. The other is the strain fix shear test, called 'fixed method', that is performed by the fixed condition of not allowing tensile strain. Two reinforcements were used such as nonwoven geotextile and geogrid. That is, interfaces are composed of geogrid/sand and geotextile/sand. From the test results it shows us that the fixed method had a greater friction angle and a smaller peak shear strain than those of the free method. Residual stress of the fixed method was bigger than that of the free method but the residual stress ratio was vice versa.

• Journal of the Korean Geotechnical Society
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• v.21 no.2
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• pp.137-144
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• 2005

A direct shear test is classified roughly by one side simple shear test of confining horizontal displacement type and torsional shear test of non-confining one. Direct shear test that has been widely used so far has some problems with test apparatus, testing and the analysis, and in particular that its strength value is everestimated in sandy soils. Also, progressive failure of shearing process happens from shear apparatus restriction and because the shear strain and shear stress are erratic in specimen, we can not define the shear strain value. In the meantime, a simple shear test having advantage of direct shear test is an ideal test method that can get stress-strain relation on shear because it can deliver constant shearing deformation to specimen. However, simple shear test cannot be used practically, because its structure makes tester manufacturing difficult. This paper described a on outline of test apparatus, improvement of test method, and constant pressure test results based on the obtained from improved direct shear apparatus and the standardization of JGS soil testing method.

• Journal of the Society of Naval Architects of Korea
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• v.33 no.1
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• pp.77-89
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• 1996

An enormous amount of efforts has been devoted to the development of finite elements for the bending problem of thick plates, especially based on Mindlin plate theory. Here, an approximate Constant Shear Angle Theory is usually used to take a transverse shear deformation of thick plate into consideration, which cannot be effectively considered the influence of transversal warping of cross-section with an increase of thickness. It might be the best way to represent the exact cross-sectional warping of the plate. The overall objective of this study is to develop a new formulation of plate including shear deformation and transversal warping, to perform extensive parametric studies comparing its results with those from Mindlin plate formulation, and to gain further insight into the influence of shear deformation and transversal warping of thick plate.

• International Journal of Highway Engineering
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• v.13 no.4
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• pp.61-70
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• 2011

This study developed a permanent deformation model for asphalt concrete based on shear properties. Repeated load triaxial compression (RLTC), triaxial compressive strength, and indirect tension strength tests were performed for the three types of asphalt mixtures at various loading and temperature conditions to correlate shear properties of asphalt mixtures to rutting performance. For the given mixtures, as testing temperature increased, cohesion decreased, but friction angle was insensitive to temperature at $40^{\circ}C$ or higher. It was observed that deviatoric stress, confining pressure, temperature, and load frequency affected the permanent deformation of asphalt mixtures significantly. The permanent deformation model based on shear stress to strength ratio and loading time was developed using the laboratory test results and calibrated using accelerated pavement test data. The proposed model was able to predict the permanent deformation of the asphalt mixtures in a wide range of loading and temperature conditions with constant model coefficients.