• Korean Journal of Computational Design and Engineering
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• v.16 no.1
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• pp.1-10
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• 2011

In this paper, we propose an AR-based tangible interaction using a finger fixture for virtual evaluation of digital handheld products. To realize tangible interaction between a user and a product in a computer-vision based AR environment, we uses two types of tangible objects: a product-type object and a finger fixture. The product-type object is used to acquire the position and orientation of the product, and the finger fixture is used to recognize the position of a finger tip. The two objects are fabricated by RP technology and AR markers are attached to them. The finger fixture is designed to satisfy various requirements with an ultimate goal that the user holding the finger fixture in his or her index finger can create HMI events by touching specified regions (buttons or sliders) of the product-type object with the finger tip. By assessing the accuracy of the proposed interaction, we have found that it can be applied to a wide variety of digital handheld products whose button size is not less than 6 mm. After performing the design evaluation of several handheld products using the proposed AR-based tangible interaction, we received highly encouraging feedback from users since the proposed interaction is intuitive and tangible enough to provide a feeling like manipulating products with human hands.

• Proceedings of the Korea Society of Design Studies Conference
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• 2001.05a
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• pp.120-121
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• 2001

• Proceedings of the Korea Society of Design Studies Conference
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• 2003.05a
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• pp.272-273
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• 2003

• Proceedings of the Korea Society of Design Studies Conference
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• 2005.05a
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• pp.212-213
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• 2005

• Journal of the Korean Society of Safety
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• v.27 no.2
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• pp.57-64
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• 2012

For the vibration control of earthquake-excited buildings, an optimal design method of integrated control system considering soil-structure interaction is studied in this paper. Interaction between soils and the base of the building is simply modeled as lumped parameters and equations of motion are derived. The equations of motion are transformed into the state space equations and the probabilistic excitations such as Kanai-Tajumi power spectral density function is introduced. Then an optimization problem is formulated as finding hybrid or integrated control systems which minimizes the stochastic responses of the building structure for given constraints. In order to investigate the feasibility of the optimization method, an example design and numerical simulations are performed with tenstory building. Finally, numerical results are compared with a conventional design case that soil-structure interaction is not considered.

• Proceedings of the Korea Society of Design Studies Conference
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• 2001.10a
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• pp.41.2-41
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• 2001

• 한국HCI학회:학술대회논문집
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• 2006.02b
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• pp.281-289
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• 2006

본 연구의 목적은 어린이를 위한 인터랙티브 TV (KidTV)의 개발 사례를 통하여 사용자 인터페이스 디자인에 있어 제품디자인 영역의 특수성이 반영된 보다 적합한 인터랙티브 제품의 디자인 개발 체계를 개발하기 위한 관점을 찾는데 있다. 이를 위하여 본 연구에서는 인터랙션 디자인 프로젝트에서 제품디자인적 문제해결 과제인 물리적 형태부여의 주요 요소인 인터랙션 스타일을 보다 합리적으로 조형요소로써 반영하기 위한 해결안으로써 "Form follows function" 이라는 루이스 설리반의 주장에서 힌트를 얻어 현시적 관점에서 그의 주장을 재해석하여 "Form follows Interaction" 이라는 디자인 키워드를 통하여 사용자 인터페이스 디자인에서의 제품디자인 측면의 인터페이스 개발을 위한 하나의 관점으로 제안하고자 한다. 이를 통하여 다양한 학제가 결합하여 진행할 수 밖에 없는 사용자 인터페이스 디자인에 있어 여러 다른 학제들과 제품디자인 영역간의 이해를 돕고 사용자 인터페이스 전체적인 관점에서 제품디자인 영역의 디자인 개발체계를 확립할 수 있는 하나의 관점을 제공하고자 한다.

• 한국방재학회:학술대회논문집
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• 2007.02a
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• pp.303-306
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• 2007

CWR(Continuous Welded Rail) and bridge interaction produce rail force, bridge displacement and rail/bridge relative displacement. Each of these has limitation by many codes. In this paper, analysis of interaction has been carried out by using foreign codes(UIC 774-3 R code of Europe etc.) because there is no code about interaction between rail and bridge in Korea. Recently, railway bridges with CWR has been constructed for structural and economical reasons. When designer plans railway bridges, design a bridge model first and then investigate railway forces and displacement by interaction analysis. If these results go out bounds from limitation, designer plans railway bridges again and again. In this paper, using the parametric study on CWR and railway bridge interaction, railway bridge parameters such as length of bridge span, area of bridge, moment of inertia, stiffness of pier, etc. are presented. It helps preliminary design of railway bridges.

• Proceedings of the KSR Conference
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• 2007.05a
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• pp.1460-1465
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• 2007

CWR(Continuous Welded Rail) and bridge interaction produce rail force, bridge displacement and rail/bridge relative displacement. Each of these has limitation by many codes. In this paper, analysis of interaction has been carried out by using foreign codes(UIC 774-3 R code of Europe etc.) because there is no code about interaction between rail and bridge in Korea. Recently, railway bridges with CWR has been constructed for structural and economical reasons. When designer plans railway bridges, design a bridge model first and then investigate railway forces and displacement by interaction analysis. If these results go out bounds from limitation, designer plans railway bridges again and again. In this paper, using the parametric study on CWR and railway bridge interaction, railway bridge parameters such as length of bridge span, area of bridge, moment of inertia, stiffness of pier, etc. are presented. It helps preliminary design of railway bridges.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2007.04a
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• pp.445-450
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• 2007

CWR(Continuous Welded Rail) and bridge interaction produce rail force, bridge displacement and rail/bridge relative displacement. Each of these has limitation by many codes. In this paper, analysis of interaction has been carried out by using foreign codes(UIC 774-3 R code of Europe etc.) because there is no code about interaction between rail and bridge in Korea. Recently, railway bridges with CWR has been constructed for structural and economical reasons. When designer plans railway bridges, design a bridge model first and then investigate railway forces and displacement by interaction analysis. If these results go out bounds from limitation, designer plans railway bridges again and again. In this paper, using the parametric study on CWR and railway bridge interaction, railway bridge parameters such as length of bridge span, area of bridge, moment of inertia, stiffness of pier, etc. are presented. It helps preliminary design of railway bridges.