• International Journal of Highway Engineering
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• v.12 no.2
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• pp.25-31
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• 2010

Road design guideline provides the directions on how to design a road alignment based on design speed, and this guideline has a design expectation in that design speed is supposed to be equal to the operating speed of drivers. Horizontal curve design is also based on design speed, and minimum radius is derived based on the drivers comfort while negotiating the curve. However, side friction reflecting drivers comfort is lower than a physical friction measured on wet road surface, therefore, it is reasonable to regard the criterion on minimum radius has a safety margin. Futhermore, the practical preference of choosing the larger radius than minimum leads to a noticeable gap between design speed and operating speed, so links to the violation of design expectation implicated in the guideline. In order to review this assumption, friction and operating speed at rural roads was measured and observed. As the results, a safety margin brought out by the gap between comfort-based friction and measured friction is qualitatively derived. Also, the gap between design speed and operating speed presumably caused by the safety margin and practical preference is analysed. By this, it is suggested that current design guideline should provides not only the minimum radius but also the management of road alignment design to minimize the gap between the design speed and operating speed.

• Korean journal of communication and information
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• v.26
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• pp.83-104
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• 2004

Most studies of Korean Newspaper in historical view have focused on the news writing form and editorial practice. Those studies have much rely on the memories of ex-journalist or the impression of scholars. So this study aims to give the concrete figures of news writing forms and editing practices in 1920-30's by investigating Kim Dong-Seong's activities as a journalist. He was a first journalist who studies journalism. He studied journalism during his stay in the Ohio State University as an english department student. After he came back to Seoul, he worked at the Dong-A Il Bo as an one of the first publish members. His activities as a journalist have much important meanings because of his varied works and careers. He also wrote a practical affair book for reporters which was the first book in Korea. As a result of research about Kim Dong-Seong's activities in 1920-30's, the feature of edit practice in 1920's had much emphasis not only on the headline but on the relation between type and print, and at the same time the combination of news or the change of typography was one of methods which make the editing more variety. News materials were collected varied news sources and legworks by reporter. These results show us that such a news reporting practice in 1920-30's is similar co the contemporary.

• Journal of Korean Library and Information Science Society
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• v.35 no.2
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• pp.175-197
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• 2004

This study intends to make a comprehensive inquiry about the appropriateness of library cataloging in Korea. Emphasis was on analyzing how both reasonable and systematic library cataloging process and method are as the central axis of library operations. To the md this study examined U.S. libraries' cataloging principle and practice with the case of 2 research libraries and 2 public libraries in Washington state. The focus was on investigating their values and philosophies about library cataloging. The result of this study is expected to be useful in preparing the strategies to overcome the problems and limitations in cataloging practices of Korean libraries.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.22 no.6
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• pp.420-430
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• 2021

This was an investigative study to identify the role expectations for clinical research related tasks that ward nurses can participate in and the awareness of cooperation between ward nurses and clinical research nurses (CRNs) and the obstacles for the same. The subjects were 66 ward nurses and 65 CRNs. The data were analyzed using descriptive statistics, the two-sample t-test, and the 𝑥² test on SAS 9.3. As a result of this study, 4.56±0.41 ward nurses and 3.83±0.60 CRNs were found to have high role expectations of each other and statistically significant role expectations for ward nurses (p<.001). Significant differences were seen in the five categories of cooperation recognition between the two groups. Among the factors for cooperative disabilities, excessive work and lack of awareness of clinical research were ranked high. High role expectation becomes an element of role conflict. To organize the role of ward nurses and clinical research nurses in the new clinical research nursing work, procedures, establishing of effective practices, and the proper operation of an official system are expected to be necessary. To promote cooperation between the two groups, a culture of mutual trust and cooperation should be formed to enable each group to think of the other as partners and to recognize their expertise.

• International Commerce and Information Review
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• v.15 no.4
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• pp.241-265
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• 2013

The purpose of this paper is to examine the Banks's Examination of Documents in the L/C Transactions. Most of all, this article deals with one of most important aspects of the law on documentary credits, namely, the compliance of documents presented with the terms and conditions of a letter of credit. In addition, the general principles of strict compliance will be considered and in the next, the requirements of specific documents such as invoices, transport documents and insurance policies. This area of letter of credit law is shaped not only by judge-made decisions but also the articles of Uniform Customs and Practice for Documentary Credits, the International Standard Banking Practice(ISBP Publication No.745) prepared by the Banking Committee of the International Chamber of Commerce as well as the position papers and opinions of the latter. Whether a document complies with the terms of a letter of credit is essentially a matter of examination and construction of the document in question against the terms of the letter of credit under which it is presented, articles of the UCP, ISBP as well as the opinions and statements of the Banking Committee. Most of all this article was focused on provisions of UCP600. Comparison with provisions of UCP500 have been drawn where appropriate.

• Korean Journal of Construction Engineering and Management
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• v.24 no.1
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• pp.12-20
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• 2023

To calculate the amount of owner-caused and contractor-caused delays based on a simplified delay analysis, which has been customarily used in Korea, has a limitation in reflecting the impact of the concurrent delay and the acceleration work. It also resulted in the apportionment of liquidated damages by applying the ratio of the number of delays between the owner and the contractor. This study analyzes that the conventional method does not meet the international standards. In order to improve the problem of construction delay analysis and the apportionment of liquidated damages based on it, owner delays, contractor delays, concurrent delays, and the impact of acceleration should be analyzed together. This study suggests that in the apportionment of liquidated damages, the extension of time should be extended by the sum of concurrent delays and the owner-caused delays, and liquidated damages should be imposed on delays incurred after the extension of time. It can be seen that it conforms to the international standards. The results of this study are expected to contribute to improving the problems of delay analysis and liquidated damages calculation, which have been conventionally accepted.

• Asia-Pacific Journal of Business Venturing and Entrepreneurship
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• v.18 no.4
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• pp.89-102
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• 2023

This study examined the effects of adversity quotient and R&D capabilities on corporate performance and the mediating role of organizational creativity influencing factors in the relationship between these variables. This study established seven hypotheses, divided the adversity quotient into control, reach, and endurance, divided organizational creativity influencing factors into organizational resources and creative management practices, and divided corporate performance into management performance and technical performance. This study distributed 1,000 One hundred and sixteenquestionnaires to CEOs working at small and medium-sized technology start-ups in Gyeonggi-do and collected 122 copies under anonymous names. 116 questionnaires were used for hypothesis testing, excluding 6 cases in which responses were unfaithful or omitted. The results of this study are as follows. First, it was found that reach among the adversity quotient was positively related to organizational resources. Second, among the adversity quotient, control was found to have a positive(+) effect on management performance and technical performance, respectively. Third, organizational management practices were found to have a positive(+) effect on management performance. Fifth, organizational resources were found to partially mediate the relationship between control and technical performance, and to fully mediate the relationship between reach and technical performance. Finally, this study discussed the theoretical and practical implications of the research results.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.23 no.4
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• pp.343-351
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• 2010

Bending and axial compressive stresses are distributed across the whole upper flange of a box girder bridge which has the span-to-depth ratio (B/L) of below 0.5, according to Korea Bridge Design Specifications (Minister of Land, Transport and Maritime Affairs, 2005). Shear lag phenomenon, however, can take place in the construction phase of cable-stayed bridge, in which stresses combining bending moment due to dead weight and cable vertical compression are induced. This study aims to analyze the effective width of flange over which composite stresses are given, which should be calculated during the construction phase of stiffening girder of single plane cable-stayed box girder bridge. The study results indicate that the full width of stiffening girder can be regarded as the effective flange width when the span-to-depth ratio for the deck is below 0.38. In other words, the area, where shear lag is taken into consideration, is larger than the width of box girder in single plane cable-stayed box girder bridges. Therefore, the current practice of considering the full width as the effective flange width regardless of changes of the span-to-depth ratio during the construction stage can produce an unsafe bridge. If the effective flange width is determined according to the single span structural system in the early stage of construction when the span-to depth ratio for the deck is high and composite stresses of every part expect each end of the bridge are calculated, it can result in a safe structural design. Since the span-to-depth ratio gradually decreases, however, it is appropriate to determine the effective width of flange on the basis of the full width and the cantilever structural system.

• Journal of the Earthquake Engineering Society of Korea
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• v.9 no.1 s.41
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• pp.33-42
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• 2005

Even in moderate to low seismic regions like Korean peninsular where wind loading usually governs the structural design of a tall builidng, the probable structural impact of the 500-year design basis earthquake (DBE) or the 2400-year maximum credible earthquake (MCE) on the selected structural system should be considered at least in finalizing the design. In this study, seismic performance evaluation was conducted for concentrically braced steel highrise buildings that were only designed for wind by following the assumed domestic design practice. It was found that wind-designed concentrically braced steel highrise buildings possess significantly increased elastic seimsic capacity due to the system overstrength resulting from the wind-serviceability criterion and the width-to-thickness ratio limits on steel members. The strength demand-to-strength capacity study based on the response spectrum analysis revealed that, due to the system overstrength factors mentioned above, wind-designed concentrically braced steel highrise buildings having a slenderness ratio of larger than six can withstand elastically even the maximum credible earthquake at the performance level of immediate occupancy.

• Journal of Korean Society of Steel Construction
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• v.20 no.4
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• pp.483-491
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• 2008

There has been much focus on the strong axis steel moment connections after the Northridge earthquake in 1994. However, research studieson the seismic behavior of weak axis moment connections could be hardly found despite the fact that these connection details have been frequently used as seismic details of MRF in Korea. Therefore, the objective of this research is to provide better knowledge on the seismic behavior of weak-axis steel moment connections, which can be widely applicable to many structures with similar characteristics. For this purpose, an experimental program was designed and performed with twotypes of weak-axis steel moment connections, namely the bracket type and WUF-B type, based on the survey of existing field data and literatures. Using the experimental results obtained from the quasi-static cyclic testing of these specimens, structural performances of the joints such as hysteretic curves, maximum strength capacities and the strain of reinforced bars were investigated. From the test results, the bracket-type connection was shown to have more than a 5% story drift capacity, compared with the WUF-B type connection's 4%. These specimens were also shown to have higher strength capacities than the nominal design strength. The bracket-type connection showed a slow strength degradation after maximum strength was researched. However,the WUF-B type connection showed a rapid strength degradation that caused brittle behavior.