• 한국산업융합학회 논문집
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• 제26권2_2호
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• pp.285-291
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• 2023

In this paper, in order to secure the safety and productivity of pine cone harvest, modeling and structural analysis of the hammering system for pine cone harvest drone that can easily access pine cone of Pinus koraiensis and collide with them to harvest them was performed. It calculate the equivalent stress for the structure of the hammering system and the yield strength of the applied material by applying the shear force of the stalk at which the pine cone is separated from the branch, and it is to verify the safety of the structure and propose an optimal design through appropriate factor of safety and design change. The shear force of the stalk at which the pine cone was separated from the branch was 468 N, and was applied to both ends of the hammering system. The yield strength of SS400 steel used in the hammering system is 245 ㎫, and the design change and structural analysis were performed so that the Von Mises stress could be less than 122.5 ㎫ by applying the factor of safety of 2.0 or more. As a result of the structural analysis of the frist modeling, the Von Mises stress was 220.3 ㎫, the factor of safety was 1.12, and the stress was concentrated in the screw fastening holes. As a result of the design change of the screw fastening holes, the Von Mises stress was 169.4 ㎫, the factor of safety was 1.45, and the stress was concentrated on the side part. As a result of the design change by changing screw fastening holes and adding ribs, the Von Mises stress was 121.6 ㎫, and the factor of safety was 2.02. The safety of the hammering system was secured with an optimal design with little change in mass. There was no deformation or damage as a result of experimenting on pine cone harvest by manufacturing the hammering system with an optimal design.

• Earthquakes and Structures
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• 제3권5호
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• pp.749-766
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• 2012

Structural control through integration of passive damping devices within the building structure has been increasingly implemented internationally in the last years and has proven to be a most promising strategy for earthquake safety. In the present paper an alternative configuration of an innovative energy dissipation mechanism that consists of slender tension only bracing members with closed loop and a hysteretic damper is investigated in its dynamic behavior. The implementation of the adaptable dual control system, ADCS, in frame structures enables a dual function of the component members, leading to two practically uncoupled systems, i.e., the primary frame, responsible for the normal vertical and horizontal forces and the closed bracing-damper mechanism, for the earthquake forces and the necessary energy dissipation. Three representative international earthquake motions of differing frequency contents, duration and peak ground acceleration have been considered for the numerical verification of the effectiveness and properties of the SDOF systems with the proposed ADCS-configuration. The control mechanism may result in significant energy dissipation, when the geometrical and mechanical properties, i.e., stiffness and yield force of the integrated damper, are predefined. An optimum damper ratio, DR, defined as the ratio of the stiffness to the yield force of the hysteretic damper, is proposed to be used along with the stiffness factor of the damper's- to the primary frame's stiffness, in order for the control mechanism to achieve high energy dissipation and at the same time to prevent any increase of the system's maximum base shear and relative displacements. The results are summarized in a preliminary design methodology for ADCS.

• Computers and Concrete
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• 제10권6호
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• pp.663-681
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• 2012

This paper presents a parametric study of the plastic hinge length of circular reinforced concrete columns using a three-dimensional finite element analysis method, and using the Taguchi robust design method to reduce computational cost. Parameters examined include the longitudinal reinforcing ratio, the shear span-to-depth ratio, the axial force ratio and the concrete compressive strength. The study considers longitudinal reinforcement with yield strengths of 414 MPa and 685 MPa, and proposes simplified formulas for the plastic hinge length of circular reinforced concrete columns, showing that increases in plastic hinge length correlate to increases in the axial load, longitudinal reinforcing and shear span-to-depth ratios. As concrete strength increases, the plastic hinge length decreases for the 414 MPa case but increases for the 685 MPa case.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1998년도 가을 학술발표회 논문집
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• pp.35-42
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• 1998

Response spectrum analysis method(RSA) rather than time history analysis method(THA) continues to e used by the profession for evaluating maximum dynamic responses of structures subjected to earthquake excitations. Nevertheless, this simple and practical method can cause significant errors in some cases with unproper modal combination method and so on. To obtain more exact responses based n RSA many studies have been carried out considering displacement of top story, base shear and overturning moment. The purpose of this study is to verify error characteristics in RSA with respect to various responses including displacement shear force and overturning moment of each story. It's shown that RSA appears to yield underestimated responses when compared to THA calculations. Also, errors involved in RSA computations grow with an increase in total number of stories.

• 한국전산구조공학회논문집
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• 제35권5호
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• pp.277-286
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• 2022

국내의 서비스 수준 지진(SLE)과 최대 고려 지진(MCE)의 두 RC 건물 구조물의 실험 및 해석 결과에서 얻은 탄성 및 비탄성 응답은 비틀림에 대한 전단 및 비틀림 거동에서 저항 메커니즘의 특성을 연구하는데 사용될 수 있다. 불균형 구조의 특성 연구에서는 전단력 및 비틀림 모멘트에 대한 병진 변형 및 비틀림 변형의 상호 작용 효과를 나타내는 방정식이 제안하였다. 탄성과 비탄성 거동에서 힘과 변형 사이에 상관 관계 유무가 다르기 때문에 증분 전단력과 증분 비틀림 모멘트를 최대 벽 프레임 변형을 중심으로 항복, 제하 및 재하중 단계로 구분하여 해당 증분 변형 및 증분 비틀림 변형 측면에서 해석을 수행하였다. 두 가지 주요 지배 모드의 탄성 조합에서 병진 변형은 주로 전단력에 기여하는 반면 비틀림 변형은 전체 비틀림 모멘트에 크게 기여한다. 그러나 비탄성 응답에서는 증분 병진 변형이 증분 전단력과 증분 비틀림 모멘트 모두에 기여하게 된다. 따라서 주어진 방정식을 이용하여 비탄성 응답에서 비틀림의 편심 감소, 비틀림 강성 저하 및 겉보기 에너지 생성과 같은 모든 현상들을 설명하였다.

• 한국식품조리과학회지
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• 제32권1호
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• pp.58-64
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• 2016

본 연구는 돈육 후지 부위를 영양학적으로 우수한 머리고기로 대체한 햄버거 패티의 품질 특성을 파악하여, 경제적이면서 고품질의 햄버거 패티를 개발하고자 연구를 실시하였다. 수분 함량, 명도, 적색도, 황색도, 가열수율 및 보수력은 머리고기 첨가량이 증가함에 따라 감소하는 추세를 나타냈으나, 지방 함량 및 회분 함량은 대조구와 머리고기를 첨가한 처리구간에 유의적인 차이를 보이지 않았다. 또한 머리고기 첨가량이 증가함에 따라 단백질 함량, pH, 직경감소율, 두께감소율 및 전단력은 증가하는 경향을 나타내었다. 관능적 특성도 색 및 풍미에서 대조구와 비교하여 15%까지 머리고기를 첨가한 처리구(T1, T2, T3)에서는 유의적인 차이가 인정되지 않았으며, 전체적인 기호도에서는 대조구와 비교하여 머리고기를 10%까지 첨가한 처리구에서 유의차가 나타나지 않았다. 따라서, 활용도가 낮은 돈육 부산물 중 머리고기를 활용하여 햄버거 패티를 제조할 시 머리고기의 첨가량이 10% 이하로 첨가하는 것이 햄버거 패티의 품질 및 관능적으로 우수한 식육제품을 제조할 수 있을 것으로 보여진다.

• Computers and Concrete
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• 제6권1호
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• pp.41-57
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• 2009

This paper presents the details of a novel external prestressing technique for strengthening of concrete members. In the proposed technique, transfer of external force is in shear mode on the end block thus creating a complex stress distribution and the required transverse prestressing force is lesser compared to conventional techniques. Steel brackets are provided on either side of the end block for transferring external prestressing force and these are connected to the anchor blocks by expansion type anchor bolts. In order to validate the technique, an experimental investigation has been carried out on post-tensioned end blocks. Performance of the end blocks have been studied for design, cracking and ultimate loads. Slip and slope of steel bracket have been recorded at various stages during the experiment. Finite element analysis has been carried out by simulating the test conditions and the responses have been compared. From the analysis, it has been observed that the computed slope and slip of the steel bracket are in good agreement with the corresponding experimental observations. A simplified analytical model has been proposed to compute load-deformation of the loaded steel bracket with respect to the end block. Yield and ultimate loads have been arrived at based on force/moment equilibrium equations at critical sections. Deformation analysis has been carried out based on the assumption that the ratio of axial deformation to vertical deformation of anchor bolt would follow the same ratio at the corresponding forces such as yield and ultimate. It is observed that the computed forces, slip and slopes are in good agreement with the corresponding experimental observations.

• 한국축산식품학회지
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• 제26권4호
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• pp.431-440
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• 2006

원료육 종류[SF사의 노계육을 이용한 닭가슴살(T1) 및 닭다리살(T2)과 SF사의 MDCM(mechanical deboned chicken meat, T3) 및 JY사의 MDCM]에 따라 pH 11 알칼리 조절법으로 제조한 계육 수리미의 수율, 이화학적 및 관능적 특성을 비교 분석한 결과는 다음과 같다 수율은 T1>T2>T3>T4순이었으며(p<0.05), T1이 수율, 이화학적 및 관능적 특성의 종합적인 면에서 다른 세 처리구들에 비하여 가장 양호하였다. 특히 육색 $L^*$값과 W값, 전단가, 조직감의 모든 항목, 접기 시험 결과, 파괴 강도, 겔 강도, 파괴 강도${\times}$변형 값, 관능 검사의 맛, 육색 및 종합적인 기호도가 높고, 육색 $a^*$값, 가열감량, 콜라겐 및 Mb 함량이 낮아(p<0.05) 양호하였다. 수리미의 품질측면에서 닭가슴살 원료를 대체할 수 있는 것은 T2와 T3보다 T4가 더 효과적이었으며(p<0.05), 그 특성으로는 변형 값, 관능검사에서 향, 다즙성 및 연도는 높고, Met-Mb 함량이 낮은 장점이 있는 반면 경제적 면에서 수율이 낮았다(p<0.05). T2는 육색의 $b^*$값이 낮아 좋았으나, 조지방 함량, 가열 감량 및 Met-Mb이 많고, 조직감에서 표면경도, 경도, 검성 및 씹힘성과 접기 시험, 파괴 강도${\times}$변형 값 및 관능검사에서 향이 낮아(p<0.05) 품질에 나쁜 영향을 미쳤다. 한편 T3는 pH가 높아 좋았으나, 콜라겐과 수분 함량은 많고, 육색 $b^*$값이 높으며, 조단백질 함량, 접기 시험, 육색의 $L^*$값과 W값, 조직감의 응집성 및 관능검사의 연도가 낮아(p<0.05) 품질에 나쁜 영향을 미치는 결과였다. 접기 시험 결과와 다른 분석 항목간에 상관관계는 조단백질 함량, $L^*$, 전단가 및 응집성과 0.8 이상의 정의 상관관계를 나타내었고, 수분 함량과는 부의 상관관계를 나타내었다(p<0.05).

• Earthquakes and Structures
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• 제12권3호
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• pp.333-347
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• 2017

Masonry infill walls are unavoidable parts of any building to create a separation between internal space and external environment. In general, there are some prevalent openings in the infill wall due to functional needs, architectural considerations or aesthetic concerns. In current design practice, the strength and stiffness contribution of infill walls is not considered. However, the presence of infill walls may decisively influence the seismic response of structures subjected to earthquake loads and cause a different behavior from that predicted for a bare frame. Furthermore, partial openings in the masonry infill wall are significant parameter affecting the seismic behavior of infilled frames thereby decreasing the lateral stiffness and strength. The possible effects of openings in the infill wall on seismic behavior of RC frames is analytically studied by means of pushover analysis of several bare, partially and fully infilled frames having different bay and story numbers. The stiffness loss due to partial opening is introduced by the stiffness reduction factors which are developed from finite element analysis of frames considering frame-infill interaction. Pushover curves of frames are plotted and the maximum base shear forces, the yield displacement, the yield base shear force coefficient, the displacement demand, interstory drift ratios and the distribution of story shear forces are determined. The comparison of parameters both in terms of seismic demand and capacity indicates that partial openings decisively influences the nonlinear behavior of RC frames and cause a different behavior from that predicted for a bare frame or fully infilled frame.

• 대한조선학회논문집
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• 제48권1호
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• pp.42-48
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• 2011

To define ice as a solid material, mathematical and physical characteristics and their application examples are investigated for several materials' yield functions which include isotropic elastic, isotropic elastic-plastic, classical Drucker-Prager, Drucker-Prager Cap, Heinonen's elliptic, Derradji-Aouat's elliptic, and crushable foam models. Taking into account brittle failure mode of ice subject to high loading rate or extremely low temperature, isotropic elastic model can be better practicable than isotropic elastic-plastic model. If a failure criterion can be properly determined, the elastic model will provide relatively practicable impact force history from ice-hull interactions. On the other hand, it is thought that the soil models can better predict the ice spalling mechanism, since they contain both terms of shear stress-induced and hydrostatic stress-induced failures in the yield function.