• Structural Engineering and Mechanics
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• 제75권2호
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• pp.247-269
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• 2020

A finite strip formulation was developed for buckling and free vibration analysis of laminated composite plates based on different shear deformation plate theories. The different shear deformation theories such as Zigzag higher order, Refined Plate Theory (RPT) and other higher order plate theories by variation of transverse shear strains through plate thickness in the parabolic form, sine and exponential were adopted here. The two loaded opposite edges of the plate were assumed to be simply supported and remaining edges were assumed to have arbitrary boundary conditions. The polynomial shape functions are applied to assess the in-plane and out-of-plane deflection and rotation of the normal cross-section of plates in the transverse direction. The finite strip procedure based on the virtual work principle was applied to derive the stiffness, geometric and mass matrices. Numerical results were obtained based on various shear deformation plate theories to verify the proposed formulation. The effects of length to thickness ratios, modulus ratios, boundary conditions, the number of layers and fiber orientation of cross-ply and angle-ply laminates were determined. The additional results on the same effects in the interaction of biaxial in-plane loadings on the critical buckling load were determined as well.

• 한국태양에너지학회 논문집
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• 제36권3호
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• pp.9-16
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• 2016

This paper discusses a refined model for investigating the micro-mechanical behavior of beam-like structures, which are composed of various elastic moduli and complex geometries varying through the cross-section directions and are also periodically-repeated and heterogeneous along the axial direction. Following the previous work (Lee and Yu, 2011), the original three-dimensional static problem is first formulated in a unified and compact form using the concept of decomposition of the rotation tensor. Taking advantage of the smallness of the cross-sectional dimension-to-length parameter and the micro-to-macro heterogeneity, while also performing homogenization along the dimensional reduction simultaneously, the variational asymptotic method is rigorously used to construct a total energy function, which is asymptotically correct up to the second order. Furthermore, through the transformation procedure based on the pure kinematic relations and the linearized equilibrium equations, a generalized Timoshenko model is systematically established. For the purpose of dealing with realistic and complex geometries and constituent materials at the microscopic level, this present approach is incorporated into a commercial analysis package. A few examples available in literature are used to demonstrate the consistency and efficiency of this proposed model, especially for the structures, in which the effects of transverse shear deformations are significant.

• 대한조선학회지
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• 제25권2호
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• pp.19-30
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• 1988

Sectional added masses of an elastic beam vibrating vertically on the free surface in higher harmonic modes are evaluated. Hydrodynamic interactions between neighboring sections, which strip theory ignores, are considered for modal wave lengths of the order of magnitude of cross-sectional dimensions of the body. An approximate solution of modified Helmholtz equation which becomes a singular perturbation problem at small wave lengths is secured to get an analytic expression for added masses attending higher harmonic modes. As a bound of the present theory, the modified Helmholtz equation is solved for the long flat plate vibrating at high frequency on the water surface without any limitations on modal frequency. Finally, extensive series of numerical calculations are carried out for ship-like forms. It is found that when modal wave length is comparable to or shorter than a typical cross-sectional dimension of a body, sectional interaction effects are large which result in considerable reductions in added masses. For a fuller section, the ratio of added mass reduction is greater. In the limit of vanishing sectional area, the added masses approach to that of flat plate of equal beam. It is shown that the added mass distribution for a Legendre modal from can be determined form the present theory and that the results agree with the extensive three-dimensional determination of Vorus and Hilarides.

• 헤리티지:역사와 과학
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• 제46권4호
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• pp.108-125
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• 2013

경주 동천동 출토 토제범(土製范)에 대한 실측복원도, 조성광물 분석, 입도 및 물성시험, 미세조직관찰, 색도차 및 주성분 분석결과를 알아보았다. 연구대상 내범과 외범의 단면은 내측(제1층위)과 외측(제2층위)으로 구분되고 외측에는 유기물이 혼합되어 있다. 단면에는 열적 경험과 탈형제로 인한 변화 양상이 확인되며, X-선 촬영에서는 내측인 제1층위가 투과율이 높은 광물로 구성되었고 편광현미경에서 석영만이 관찰되었다. SEM 관찰에서 단면의 내측은 공극이 확대된 양상을 나타내고 중앙은 균열이 발달하였으며 외측에서는 변화를 관찰할 수 없었다. 구성입자의 입도는 내범과 외범이 거의 유사하며 미사질식양토로 구분되고, 미사질과 점토의 구성비는 약 2.7 : 1과 약 2.9 : 1이었다. 물성시험에서 내범과 외범의 밀도와 흡수율은 유사하고 공극률만이 내범이 27.36%와 외범은 31.09%로 다소 차이가 있었다. 단면의 색도차는 제1층위의 표면에 탈형을 위해 그을음을 입히거나 제1층위를 먹물로 수비하였을 가능성이 있다. 조성광물 분석에서는 내범과 외범의 조성광물이 동일하나 내범에서만 자철석이 동정되었다. 주성분 분석에서는 $SiO_2$의 평균함량이 71.64%, $Al_2O_3$는 14.59%이고, 부성분 중 $Fe_2O_3$는 4.51%, $K_2O$는 3.06%이며, $Na_2O$, MgO, CaO, $TiO_2$, $P_2O_5$, MnO는 2% 이하를 나타내었다.

• 수산해양기술연구
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• 제36권3호
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• pp.244-248
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• 2000

199년경 한국 남해안 어선의 특징은 독창적이고 견고하여 한반도 주변의 해양조건에 적합하고 우리 선조들의 훌륭한 조선기술을 확인할 수 있었으며, 그 결과를 요약하면 다음과 같다. (1) 본 연구에 사용한 시험대상 어선은 고대 어선에 비하여 비교적 세형으로서 1900년경의 선형이 개량되었음을 알 수 있었다. (2) 용골은 각형단면인 방형용골(bar keel)로 되어 있으며, 선수부는 방형선수재의 구조로서 예리한 pointed stem을 이루고 있다. (3) 외판은 턱붙이 클링커 이음방법으로 접합되어 있었다. (4) 권형망어선의 L/B, L/D, B/D의 값이 자망어선의 값에 비하여 크게 나타났다. (5) 복원성은 두 선박이 양호한 편이며 권형망어선이 자망어선에 비해서 더 우수한 것으로 나타났다.

• 한국건설관리학회논문집
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• 제15권3호
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• pp.128-135
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• 2014

이 논문에서는 콘크리트 고주탑 시공을 위한 최첨단 공법이라 할 수 있는 슬립폼 시스템 공법의 기술자립을 목적으로 슬립폼 설계기술을 연구하였다. 대상 주탑은 10m의 높이를 갖으며 보통 케이블 교량의 주탑에서 적용하는 사각 중공 형상으로 계획하였다. 슬립폼 시스템은 콘크리트의 연속 타설을 고려하여 슬립폼이 연속적으로 단면의 치수변화와 두께변화에 대응할 수 있도록 설계하였다. 또한 시공시 슬립폼에 작용하는 다양한 하중에 대한 안전성을 검토하고, BIM에 의한 가상 시공으로 실용성을 사전 검증하였다. 설계된 제작 도면을 바탕으로 슬립폼 시스템을 제작하고 10m 높이의 주탑을 성공적으로 시공함으로써 개발된 변단면 슬립폼 시스템의 효율성을 입증하는 성과를 얻을 수 있었다.

• 한국의류산업학회지
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• 제13권6호
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• pp.966-971
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• 2011

This study is designed to develop programs that analyze the distance of clothes from human skin and cross-sectional body figures based on 3D human body scan data, and to verify accuracy and efficiency of the program so that it can be used for clothing fit evaluation and 3D human body research. The auto cross-sectional imaging program was developed by using Visual C++ and OpenGL, and the 3D human body scan data were adopted to measure the space between skin and clothing. The space measurements were obtained by two widely used programs, RapidForm and AutoCAD, and a program devised by the researchers of this study. Measuring time and space measurements from different programs were compared in order to verify accuracy and efficiency of the newly-devised program. As a result, no significant difference was found in the measurements. However, the required time to measure one cross section was different within the significance level of 0.05, and the differences become more remarkable as the number of measuring and the angle of space between skin and clothing increase. Therefore, the program developed by this study is expected to be useful for research on body shapes and fit evaluation based on 3D human body scan data in the fashion field.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2010년도 춘계 학술논문 발표대회 1부
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• pp.9-12
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• 2010

Conventional apartment building projects have favored wall slab structure for the ease of construction and economic viability. However, wall slab structure, consisting of bearing walls, makes remodeling a difficult challenge. In addition, as the amendment to the Building Act in November, 2005 incentivized easy-to-remodel Rahmen structure design for apartment building in terms of floor area ratio and the number of stories, were are seeing more use of PC construct method in apartment building projects gradually. However, PC construction method requires complex connections between beams and columns, making it difficult to install and remove formwork. Furthermore, it is not possible to reuse forms after removal, generating lots of construction wastes, and it is necessary to install new forms again when the size of connection changes in line with modification of column cross-section. Researchers in Korea and elsewhere in the world have focused on structural performance of connection in PC construction method, with little attention to alternative approaches to improving connection forms for PC construction method. Accordingly, this research aims to study an approach to improving connection forms for PC construction method.

• KCI Concrete Journal
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• 제12권2호
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• pp.73-84
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• 2000

A new form of construction utilizing structural steel as the boundary elements in ductile flexural concrete walls is proposed to solve the bar congestion problems in such a heavily reinforced region, while maintaining the ductility and energy absorption capacity comparable to their traditional form. Two wall specimens containing rectangular hollow structural sections (HSS) and channels at their ends respectively, and one companion standard reinforced concrete wall specimen with concentrated end reinforcement were constructed and tested under reversed cyclic loading to evaluate the construction process as well as the structural performance. Initially, all three specimens were chosen and detailed with some caution to have approximately the same flexural capacity without change of the original shape and dimension of a rectangular cross section correction. Analysis and comparison of test results indicated that the reversed cyclic responses of three walls showed similar hysteretic properties, but in those with steel boundaries, local buckling of the corresponding steel webs and flanges following significant yielding was a dominant factor to determine the hysteretic response. The monotonic and cyclic responses predicted based on a sectional approach was also presented and found to be in good agreement with measured results. Design recommendations considering local instability of the structural steel elements and the interaction between steel chords and a concrete web member in such a composite wall are presented.

• Computers and Concrete
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• 제18권6호
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• pp.1113-1134
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• 2016

A methodology using neural networks has been proposed for rapid prediction of inelastic bending moments in reinforced concrete continuous beams subjected to service load. The closed form expressions obtained from the trained neural networks take into account cracking in concrete at in-span and at near the internal supports and tension stiffening effect. The expressions predict the inelastic moments (considering the concrete cracking) from the elastic moments (neglecting the concrete cracking) at supports. Three separate neural networks are trained since these have been postulated to represent all the beams having any number of spans. The training, validating, and testing data sets for the neural networks are generated using an analytical-numerical procedure of analysis. The proposed expressions are verified for example beams of different number of spans and cross-section properties and the errors are found to be small. The proposed expressions, at minimal input data and computation effort, yield results that are close to FEM results. The expressions can be used in preliminary every day design as they enable a rapid prediction of inelastic moments and require a computational effort that is a fraction of that required for the available methods in literature.