• Journal of the Korea Safety Management & Science
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• v.9 no.6
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• pp.171-179
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• 2007

The objective of this GM Red-X project was to reduce customer complaints on Kalos, Lacetti, Magnus as reported through 2004.1 - 2005.1 warranty performance. Seatbelt alarm lamp mal-function problem is connected with safety. So it is critical issue. Seatbelt alarm lamp mal-function which caused by buckle occurred 22 cases from 2004.1 to 2005.1.

• Journal of Conservation Science
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• v.7 no.1
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• pp.1-8
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• 1998

The production techniques of a gilt-bronze buckle which was presumably a product of the Koryo dynasty were investigated. The X-ray area map indicates that the gilt layer was made by gilt-bronze method. EDS analysis shows that the gilt layer contains copper as well as gold. The microstructure of a textile adhered to the back of the buckle reveals that the material is woven hemp. Triangular and semicircular chisels were used to engrave patterns. After the boundaries of the patterns were engraved with triangular chisels the internal regions were carved with semicircular patterns. The procedure and the shape of the chisels were also investigated.

• Proceedings of the Korea Society of Costume Conference
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• 2005.10a
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• pp.124-125
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• 2005

• Steel and Composite Structures
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• v.15 no.2
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• pp.131-150
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• 2013

This paper presents the experimental results of axially loaded stub columns of slender steel hollow square section (SHS) strengthened with carbon fiber reinforced polymers (CFRP) sheets. 9 specimens were fabricated and the main parameters were: width-thickness ratio (b/t), the number of CFRP ply, and the CFRP sheet orientation. From the tests, it was observed that two sides would typically buckle outward and the other two sides would buckle inward. A maximum increase of 33% was achieved in axial-load capacity when 3 layers of CFRP were used to wrap HSS columns of b/t = 100 transversely. Also, stiffness and ductility index (DI) were compared between un-retrofitted specimens and retrofitted specimens. Finally, it was shown that the application of CFRP to slender sections delays local buckling and subsequently results in significant increases in elastic buckling stress. In the last section, a prediction formula of the ultimate strength developed using the experimental results is presented.

• Proceedings of the KSME Conference
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• 2005.11a
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• pp.217.1-217.1
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• 2005

• Proceedings of the KWS Conference
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• 2004.05a
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• pp.276-278
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• 2004

조선업계에서 선체 건조 시 정도관리는 부재가 공, 조립, P/E 및 도크 작업에 이르는 일련의 흐름을 원활하게 하는 핵심기술이다. 조립과정에서 누적되는 여러 가지 변형 오차를 교정하기 위한 작업들로 인해 생산성이 저하되고 있다. (중략)

• Wind and Structures
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• v.31 no.5
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• pp.403-418
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• 2020

To investigate the effects of central buckles on the dynamic behavior and flutter stability of long-span suspension bridges, four different connection options between the main cable and the girder near the mid-span position of the Aizhai Bridge were studied. Based on the flutter derivatives obtained from wind tunnel tests, formulations of self-excited forces in the time domain were obtained using a nonlinear least square fitting method and a time-domain flutter analysis was realized. Subsequently, the influences of the central buckles on the critical flutter velocity, flutter frequency, and three-dimensional flutter states of the bridge were investigated. The results show that the central buckles can significantly increase the frequency of the longitudinal floating mode of the bridge and have greater influence on the frequencies of the asymmetric lateral bending mode and asymmetric torsion mode than on that of the symmetric ones. As such, the central buckles have small impact on the critical flutter velocity due to that the flutter mode of the Aizhai Bridge was essentially the symmetric torsion mode coupled with the symmetric vertical mode. However, the central buckles have certain impact on the flutter mode and the three-dimensional flutter states of the bridge. In addition, it is found that the phenomenon of complex beat vibrations (called intermittent flutter phenomenon) appeared in the flutter state of the bridge when the structural damping is 0 or very low.

• Journal of the Korean Home Economics Association
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• v.36 no.6
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• pp.41-56
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• 1998

The Yo-Dae(belt) was made of cloths and leather orginally. Then, it was decorated with metal decoration to become more developed luxury one. The Kwa-Dae of the Three Kingdom period is called as final shape among those ancient mode. Dae-Gu(The origin of belt buckle) was the metallic decoration of the leather belt that the northern nomadic tribe used to wear it. It was considered that the Dae-Gu was more decorated and changed to Kwa-Dae with Yo-Pae. The first stage Dae-Gu didn't have the hook, but a short hook only could move the belt itself was created, and then a movable short hook(China-Jin period Kwa-Dae, etc) to be inside of belt was showed, after that an axis was necessary when it became to long one, It was completed as a belt buckle. The stick shape hook was main stream in China an dthe other northern countries. Meanwhile, Korea has mostly "T" shape hook, and it shows that we developed our own unique style. Classifying the type of the belt plague, there are five types due to the scarved shapes on the Kwa-Dae and the changes. Mainly based on the excavated tomb articles of the three kingdoms and referred to Chinese and Japanese ones. It showed that the belt plague was lightly influenced by the times and area, but was slowly changed and developed to different types through those each ages generally.

• Steel and Composite Structures
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• v.19 no.2
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• pp.441-465
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• 2015

This paper presents the experimental results of flexural and compression steel members strengthened with carbon fiber reinforced polymers (CFRP) sheets. In the flexural test, the five specimens were fabricated and the test parameters were the number of CFRP ply and the ratio of partial-length bonded CFRP sheets of specimen. The CFRP sheet strengthened steel beam had failure mode: CFRP sheet rupture at the mid span of steel beams. A maximum increase of 11.3% was achieved depending on the number of CFRP sheet ply and the length of CFRP sheet. In the compression test, the nine specimens were fabricated and the main parameters were: width-thickness ratio (b/t), the number of CFRP ply, and the length of the specimen. From the tests, for short columns it was observed that two sides would typically buckle outward and the other two sides would buckle inward. Also, for long columns, overall buckling was observed. A maximum increase of 57% was achieved in axial-load capacity when 3 layers of CFRP were used to wrap HSS columns of b/t = 60 transversely.

• Korean Journal of Mathematics
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• v.14 no.1
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• pp.113-123
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• 2006

The arches may buckle in a symmetrical snap-through mode or in an asymmetry bifurcation mode if the load reaches a certain value. Each bifurcation curve develops as pressure increases. The governing equation is derived according to the bending theory. The balance of forces provides a nonlinear equilibrium equation. Bifurcation theory near trivial solution of the equation is developed, and the buckling pressures are investigated for various spring constants and opening angles.