• 한국항해학회지
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• 제8권2호
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• pp.43-50
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• 1984

When the static load is applied to the ship's hull the deflection due to the bending moment from longitudinal direction has not been considered in the usual calculation of maximum bending moment. In fact, however, the deflection of ship's hull must be affected by the above-stated bending moment, and in this case the value of the maximum bending moment would be lessened in comparision with the result of usual calculation. In this paper, the author at first calculated the difference between the two values in case of rectangular barge, and suggested a practical criterion of longitudinal strength.

• Human Ecology Research
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• 제62권1호
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• pp.1-13
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• 2024

This study analyzed the current operational status, business continuity, and business continuity strategies of 11 Soho fashion shopping malls through a longitudinal case study (2019/2020 and 2022/2023). The aim was to determine how Soho fashion shopping malls are continuing their business having been successfully established in the fiercely competitive current online fashion market. Regarding changes in shopping mall operation status, all cases displayed changes in items, distribution channels, marketing channels, core values, and profit structures. After establishing the businesses, a crisis arose due to the COVID-19 pandemic, leading to difficulties in creating new customers. Moreover, there was excessive business expansion, resulting in saturation of the online platform store market. This meant companies were experiencing reduced sales (5) or difficulties in maintaining their business (3). However, there were differences in the direction of overcoming the crisis and continuing or converting the business. These revealed that to continue the business after successful establishment of an online fashion shopping mall, it is essential to have the expertise of entrepreneurs, work performance, and marketing ability, as well as differentiation capabilities such as product power and management strategy and core competitiveness that provides a relative advantage over other shopping malls. Customized government support at the level of the start-up ecosystem is also essential for the survival and business continuity of a SOHO online fashion shopping mall with poor human and material resources.

• 척추신경추나의학회지
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• 제15권1호
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• pp.135-145
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• 2020

Objectives : This study reports the clinical case of a patient diagnosed with ossification of the posterior longitudinal ligament treated with Korean Medicine focusing on Chuna therapy. Methods : The patient was treated by a doctor from July 18th, 2019 to November 28th, 2019. The patient was diagnosed with ossification of the posterior longitudinal ligament based on magnetic resonance imaging results and was recommended to undergo surgery at another hospital. The primary complaint of the patient was left neck pain, left arm sensation, right leg sensation, and right leg loss of strength. The doctor treated the patient with Chuna therapy, acupuncture, cupping, herbal medicine, and pharmacopuncture. The effect of treatment was evaluated using visual analogue scale, neck disability index, pain rating score and Japanese Orthopedic Association score. Spurling, compression, and distraction tests were utilized. Results : Visual analogue scale decreased from 10 at the arm and 10 at the leg to 1 and 2, respectively. Neck disability index decreased from 25 to 11, pain rating score decreased from 66 to 1, and Japanese Orthopedic Association score recovered from 12 to 17 points. In addition, positive spurling test, compression test, and distraction test all improved to negative. Conclusions : Korean medicine treatment can be effective for ossification of the posterior longitudinal ligament patients, even when surgery is recommended. Further clinical studies, such as case series and case-control studies, are required to verify these findings.

• 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.

• 동남아시아연구
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• 제24권2호
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• pp.207-251
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• 2014

This study explores the mobility patterns of Korean Early Study Aborad (ESA, hereafter) students in Singapore through a follow-up longitudinal case study, which was initially conducted about five years before this study. This study takes up transnational migration approach, focusing on family strategies and mobilization, which steered their mobility. Interviews with seven original families as well as 7 families additionally recruited in Singapore in 2012 were collected and analyzed by NVivo 9. In short, this study found that transnational mobility is composed of mobilities at global, regional and local levels. There were four types of mobilities; continuation of stay in Singapore, move from a third county to Singapore, return to Korea, and, what this research calls, fluid mobility. Examining the process of these mobilities shows that we need to consider at least three factors (performance of children's schooling; change of family circumstances; context of reception for both Singapore and Korea) as basic backgrounds. On this basis, the interplay between the context of receptions when aspirations for children's advancement by these transnational families made either facilitate or constrain their mobilities: contexts of Singapore and Korea may play a role of hurdle or trampoline. Also, local context of Singapore largely facilitate mobilities of Korean ESA families at both local and global levels.

• Structural Engineering and Mechanics
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• 제69권4호
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• pp.383-397
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• 2019

More than one longitudinal web stiffener may be economical in the design of plate girders that have considerably high width-to-thickness ratio of webs. In this study, the bend-buckling strength of relatively deep webs with two horizontal lines of flat plate-shaped single-sided stiffeners was numerically investigated. Linear eigenvalue buckling analyses were conducted for specially selected hypothetical models of stiffened web panels, in which top and bottom junctions of a web with flanges were assumed to have simply supported boundary conditions. Major parameters in the analyses were the locations of two longitudinal stiffeners, stress ratios in the web, slenderness ratios and aspect ratios of web panels. Based on the application of assumptions on the combined locations of the two longitudinal web stiffeners, simplified equations were proposed for the bend-buckling coefficients and compared to the case of one longitudinal stiffener. It was found that bend-buckling coefficients can be doubled by adopting two longitudinal stiffeners instead of one longitudinal stiffener. For practical design purposes, additional equations were proposed for the required bending rigidity of the longitudinal stiffeners arranged in two horizontal lines on a web.

• 한국도로학회논문집
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• 제17권1호
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• pp.105-118
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• 2015

PURPOSES : This study aims to evaluate the road safety of the super-elevation transition section of a left turn curve and suggest the minimum longitudinal grade of a super-elevation transition section to be used before and after a left curved section. METHODS : We evaluated the road condition by means of the safety-criterion-evaluation method involving side friction factors, and then solve the problem by introducing the minimum longitudinal grade criterion based on conditions described in the hydraulics literature. RESULTS : It was calculated that when a road satisfies hydroplaning conditions, the difference between side friction assumed and side friction demanded is less than -0.04. In this case, the safety criterion for the condition is unsatisfied. Conversely, when a road is in a normal state under either wet or dry conditions, it was calculated that the difference between side friction assumed and side friction demanded is more than 0.01. Thus, the safety criterion for this condition is found to be satisfied. After adjusting the minimum longitudinal grade applied to a super-elevation transition section, the hydroplaning condition can be eliminated and the safety criterion can be met for all sections. CONCLUSIONS : It is suggested that a minimum longitudinal grade should be provided on super-elevation transition sections in order to prevent hydroplaning.

• Ecology and Resilient Infrastructure
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• 제7권4호
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• pp.320-326
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• 2020

본 연구는 횡단구조물에서의 어류의 이동 특성에 따른 종적 연결성을 평가하였다. 대상 구간은 원주천이며, 대상 어종은 피라미와 잡고기를 대상으로 하였다. 흐름 분석은 HEC-RAS 모형을 사용하였으며, 종적 연결성 분석은 ICE 방법을 적용하였다. 종적 연결성을 분석하기 위하여 수리분석 결과물 중 횡단구조물 상·하류 수위차, 유속, 하류단 웅덩이 깊이에 따른 대상 어종의 유영 속도를 적용하였다. 그 결과 피라미의 경우 종적 연결성이 약 76점, 잡고기의 경우 종적 연결성이 약 23점으로 나타났다.

• 한국방재학회:학술대회논문집
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• 한국방재학회 2007년도 정기총회 및 학술발표대회
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• pp.353-356
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• 2007

공항에 신규 활주로 및 유도로를 시공하기 위하여 공용중인 공항의 아스팔트 포장부를 모니터링한 결과, 종방향 균열이 관찰되었다. 종방향 균열의 원인은 아스팔트 포장 시공시 발생되는 종방향 시공조인트부의 낮은 밀도와 비행기의 높은 하중으로 판단되었다. 이에 따라 종방향 균열의 최소화 시공을 위해 공항의 연성 포장 구간에 12m폭의 스크리드를 가진 아스팔트 피니셔를 이용하여 편대포장을 실시하였다. 편대포장을 사용하면 첫 번째 차선의 비구속 단면부가 두 번째 차선과 같이 다짐되므로, 종방향 조인트부가 개선된다. 결과적으로 편대 포장 시공법을 사용하여 종방향 조인트부의 밀도와 인근의 일반 포장부의 밀도를 같게 하는 결과를 얻을 수 있었다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 가을 학술발표회 논문집
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• pp.477-482
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• 2001

This paper is to study the effect of longitudinal reinforcement ratios and axial deformation on the frame analysis in reinforced concrete(RC) columns and to investigate the effect of confined concrete core, the length-width ratio and longitudinal steel ratios on frame analysis in Concrete-Filled steel Tubular(CFT) columns. An equation if derived to evaluate the modulus of elasticity for core concrete. The 34 reference data have been collected for the purpose and are processed by the mean of a multiple regression analysis technique. The equation and longitudinal reinforcement ratios was applied to RC columns for structural analysis. Then, the difference of beam moment was identified. In general, the results of analysis was indicated reasonable differences in beam moment, in case of longitudinal reinforcement ratios applied to RC columns when compared with the plain concrete columns. In CFT columns the equation was also applied in order to the effect of confined concrete core on structural analysis. Beam moment was increased as volumetric ratio of lateral steel was decreased. The effect of longitudinal steel ratios was investigated in CFT columns and was confirmed beam moment variety. The result was appeared reasonable difference in beam moment as longitudinal steel was increased.