• 한국공간구조학회논문집
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• 제9권2호
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• pp.91-97
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• 2009

본 논문은 Total Lagrangian(TL)과 Updated Lagrangian(UL)을 사용하여 구조물 하부에 케이블을 연결하고, 그 케이블에 인장력을 가하여 구조물의 처짐을 제어하는 언더텐션 시스템에 있어서 케이블의 인장력에 따른 구조물의 처짐 거동의 변화와 각 부재력을 비교함으로서 언더텐션 시스템의 효율성을 검증하는데 있다. 일반적인 빔과 거더로 이루어진 구조와는 달리 언더텐션 시스템에서는 상부에서는 하중을 하부 케이블의 인장력을 이용하여 그 하중을 양 단부로 전달하게 된다. 언더텐션 시스템은 스트럿의 개수와 길이, 케이블의 초기 인장력의 크기에 따라서 그 효과가 다르게 나타날 수 있다. 또한 케이블이 설치된 장스팬 구조의 경우, 그 거동에 있어서 비선형성적 거동이 크게 나타나게 된다. 따라서 본 논문에서는 선형과 비선형해석 결과를 비교함으로써 비선형해석의 필요성에 대하여 논의하고자 한다.

• Journal of Plant Biology
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• 제34권3호
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• pp.191-199
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• 1991

This study has been conducted to investigate the developmental changes of cambial initials and their derivatives in relation to the growing girth of tree in Diosypros kaki and Firmiana simplex. In D. Kaki and F. simplex with typical storeyed cambium, increase in the girth of camium occurred by radial anticlinal division in general, however occasionally the increase was companied by pseudotransverse division. The length of fusiform initials, vessel member, and sieve tube member remained relatively constant throughout the secondary growth but that of fiber showed general tendancy to increase with growing girth of tree. During the girth increase of tree, height and number of ray remained constant in D. kaki, however in F. simplex, height of ray markedly decreased while the number of ray per unit area more or less increased. The secondary ray was originated from the segmentation or division of the side or end of fusiform initials.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2004년도 춘계학술대회논문집
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• pp.788-793
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• 2004

The main purpose of this paper is to Investigate the free vibrations of circular curved members resting on nonhomogeneous elastic foundations. The governing differential equations derived in a previous paper are used. The governing equations are solved numerically to obtain frequencies. Hinged-hinged end constraint is considered in numerical examples. The lowest three natural frequencies are calculated over a wide range of non-dimensional system parameters: the foundation rested ratio, the foundation parameter, the horizontal rise to span length ratio, the slenderness ratio, and the width ratio of the contact area between the member and the foundation.

• 한국중재학회지:중재연구
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• 제28권2호
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• pp.201-216
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• 2018

After the adoption of the Lisbon Treaty, the European Union's Common Commercial Policy now belongs to the exclusive competence area of the EU, including the foreign direct investment (FDI) policy. Regarding the bilateral investment protection treaties (BITs) between the EU Member States, the European Commission is of the view that such BITs should be discarded. On March 6, 2018, the Court of Justice of the European Union (CJEU) held in the Achmea BV v. Slovakia case that a BIT between the EU Member States, as well as arbitral awards based on that BIT, is not subject to request for preliminary rulings under the Treaty on the Functioning of the European Union (TFEU), and thus they are not compatible with the EU law. However, the judgment did not silence the controversy. Instead, many people questioned the legal reasoning and the legitimacy of judgment, and therefore the problem is still ongoing.

• Structural Engineering and Mechanics
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• 제42권6호
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• pp.849-866
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• 2012

Single span historic bridges often contain non-prismatic members identified with a varying depth along their span lengths. Commonly, the symmetric parabolic height variations having the constant haunch length ratio of 0.5 have been selected to lower the stresses at the high bending moment points and to maintain the deflections within the acceptable limits. Due to their non-prismatic geometrical configuration, their assessment, particularly the computation of fixed-end horizontal forces (FEFs) and fixed-end moments (FEMs) becomes a complex problem. Therefore, this study aimed to investigate the behavior of non-prismatic beams with symmetrical parabolic haunches (NBSPH) having the constant haunch length ratio of 0.5 using finite element analyses (FEA). FEFs and FEMs due to vertical loadings as well as the stiffness coefficients and the carry-over factors were computed through a comprehensive parametric study using FEA. It was demonstrated that the conventional methods using frame elements can lead to significant errors, and the deviations can reach to unacceptable levels for these types of structures. Despite the robustness of FEA, the generation of FEFs and FEMs using the nodal outputs of the detailed finite element mesh still remains an intricate task. Therefore, this study advances to propose effective formulas and dimensionless estimation coefficients to predict the FEFs, FEMs, stiffness coefficients and carry-over factors with reasonable accuracy for the analysis and re-evaluation of the NBSPH. Using the proposed approach, the fixed-end reactions due to vertical loads, and also the stiffness coefficients and the carry-over factors of the NBSPH can be determined without necessitating the detailed FEA.

• Structural Engineering and Mechanics
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• 제80권6호
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• pp.737-747
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• 2021

The objective of seismic resilience is to maintain or rapidly restore the function of a building after an earthquake. An efficient tilt mechanism at the member level is crucial for the restoration of the main structure function; however, the damage resistance of the members should be the main focus. In this study, through a comparison with the classical Flamant theory of local loading in the elastic half-space, an elastomechanical solution for the axial-stress distribution of a reinforced-concrete (RC) rocking column was derived. Furthermore, assuming that the lateral displacement of the rocking column is determined by the contact surface rotation angle of the column end and bending and shear deformation of the column body, the load-lateral displacement mechanical model of the RC rocking column was established and validated through a comparison with finite-element simulation results. The axial-compression ratio and column-end strength were analyzed, and the results indicated that on the premise of column damage resistance, simply increasing the axial-compression ratio increases the lateral loading capacity of the column but is ineffective for improving the lateral-displacement capacity. The lateral loading and displacement of the column are significantly improved as the strength of the column end material increases. Therefore, it is feasible to improve the working performance of RC rocking columns via local reinforcement of the column end.

• 한국펄프종이공학회:학술대회논문집
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• 한국펄프종이공학회 2000년도 제26회 펄프종이기술 국제세미나
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• pp.1-10
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• 2000

The development of paper machines, increasing machine speeds with new, mostly low basis weight and/or high ash content paper grades, as well as the fact that several trends regarding process items have increased the sensitivity of papermaking. At the same time, papermakers are looking for flexibility in the production line. We can say that with all PMs the biggest benefits with the lowest capital spending can be achieved by focusing on improved wet end management. In order to manage wet end chemistry on a paper machine, our goal is to control sub-process through which we can influence the operation of the entire wet end with maximum effect. Key measurements and controls are-white water consistency control which is the most effective way to control retention - charge demand measurement and control which takes care of concentration of the anionic material entering to PM -ash measurements and controls which are deeply related to retention and paper quality This paper presents and concentrates to two of these key controls ; retention and charge. The purpose of charge control is to give the process control the tools to react to changes caused by amount of dissolved and colloida material incoming to wet end system. It is called coagulation or fixing control. Retention control is then taking care of retention aid flow to the process by responding any changes seen in white water consistency. It is called flocculation control. Each of these solutions separately , and even more effectively all together, stabilize the wet end operations and so greatly improve the produced paper quality and machine runnability. Practical results will be presented and they are referring to the latest mill cases. We have developed the first wet end measuring system in the late 1980s and control solutions based on this modern measuring technology were completely updated in 1990s. This paper introduces the principle, operation , and results of our unique wet end analyzers (retention and charge ) which are at the level of automation solutions as a part of paper machine quality control Especially our newest member of the platform , on-line charge analyzer has reached and set new standards to the on-line charge monitoring.

• 펄프종이기술
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• 제32권5호
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• pp.44-53
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• 2000

The development of paper machines, increasing machine speeds with new, mostly low basis weight and/or high ash content paper grades, as well as the fact that several trends regarding process items have increased the sensitivity of papermaking. At the same time, papermakers are looking for flexibility in the production line. We can say that with all PMs, the biggest benefits with the lowest capital spending can be achieved by focusing on improved wet end management. In order to manage wet end chemistry on a paper machine, our goal is to control subprocesses through which we can influence the operation of the entire wet end with maximum effect. Key measurements and controls are - white water consistency control which is the most effective way to control retention. - charge demand measurement and control which takes care of concentration of the anionic material entering to PM. - ash measurements and controls which are deeply related to retention and paper quality. This paper presents and concentrates to two of these key controls: retention and charge. The purpose of charge control is to give the process control the tools to react to changes caused by amount of dissolved and colloidal material incoming to wet end system. It is called coagulation or fixing control. Retention control is then taking care of retention aid flow to the process by responding any changes seen in white water consistency. It is called flocculation control. Each of these solutions separately, and even more effectively all together, stabilize the wet end operations and so greatly improve the produced paper quality and machine runnability. Practical results will be presented and they are referring to the latest mill cases. We have developed the first wet end measuring system in the late 1980s and control solutions based on this modern measuring technology were completely updated in 1990s. This paper introduces the principle, operation, and results of our unique wet end analyzers (retention and charge) which are at the level of automation solutions as a part of paper machine quality control. Especially our newest member of the platform, on-line charge analyzer has reached and set new standards to the on-line charge monitoring.

• 한국강구조학회 논문집
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• 제25권4호
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• pp.421-430
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• 2013

수평하중이 지배적인 해상 풍력발전기 설계 시에는 지반-기초구조물 거동을 정확히 모사하여야 상부구조물에 대한 정확한 거동예측이 가능하며, 합리적 설계가 이루어질 수 있다. 현재 다양한 지반 모델링 기법이 존재하나, 모노파일 기초 설계 시, 각 해석 기법에 대한 충분한 검증 절차 없이 해석 결과를 그대로 사용할 경우 구조물을 과다 및 과소하게 설계할 우려가 있다. 이에 본 연구에서는 지반 모델링 기법 차에 따른 모노파일의 부재력 및 수평변위 차를 비교 분석하였다. 검토 결과 고정단 모델은 최대 수평변위를 과소평가 하여 사용성 검토 측면에서 적합하지 않은 것으로 나타났으며, 고정단 모델, 지반강성행렬 모델은 모노파일의 부재력을 과소평가하는 것으로 나타났다. 반면 가상고정점 모델은 모노파일의 부재력을 과대평가하여 경제성 측면에서 적합하지 않은 것으로 나타났다. 지반반력계수 모델과 p-y곡선 모델의 경우 3D 지반 모델링 해석 결과와 비교적 유사한 수평변위 및 부재력을 나타냈으며, 지반을 2D로 모델링한 경우 타 모델링 기법에 비해 과대한 수평변위와 부재력을 산정했다.

• 한국강구조학회 논문집
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• 제30권1호
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• pp.1-12
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• 2018

수평곡선 구조용 부재는 중력하중 하에서도 휨모멘트와 비틀림 모멘트를 동시에 저항하여야 한다. 이때, 비틀림 모멘트에 의하여 부재 내부의 응력상태는 불균일해지고, 때에 따라 요소의 이른 항복을 야기하여 결과적으로 부재의 극한강도가 저하될 수 있다. 해석에 따르면 곡률 중심각이 45도인 부재는 직선부재에 비해 동일한 조건 하에서 극한 강도가 50% 이상 감소될 수 있다. 그럼에도 불구하고, 현재까지 곡선 거더의 강도 산정 방안에 관한 연구는 미진한 실정이다. 본 연구에서는 휨, 순수비틀림, ? 등의 영향을 독립적으로 고려할 수 있는 구조 모델이 선정되었으며 이에 따라 극한강도에 영향을 미치는 인자가 도출 되었다. 곡선 부재의 거동은 횡-비틀림-수직 거동으로 재정의 되었으며, 휨-비틀림 상호작용 곡선을 이용하여 최종적으로 곡률, 비지지길이, 단면 형상등 거동에 영향을 미치는 인자들을 포함하는 극한강도 산정식을 제안하였다.