• Journal of the Society of Disaster Information
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• v.15 no.1
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• pp.98-108
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• 2019

Purpose: The purpose of this study is to test the sprinkler performance to protect the wall and ceiling joints of the sandwich panel warehouse in case of fire. Method: Based on the field surveys, test was setup and combustibles were prepared. The sprinkler discharge tests were performed at the corner of the wall and right under the sprinkler head. Results: It has been found that operation of the K-80 closed sprinkler head prevents the ignition of the sandwich panel and therefore no damage to the joints of sandwich panels. To prevent skipping phenomenon, it is necessary to install the sprinkler head from the corner of the wall and to keep a minimum distance of 2.4m and a maximum distance of 3m. Conclution: A Standard Operation Procedure should be prepared to suppress and rescue of fire brigade for a sandwich panel warehouse protected by perimeter sprinklers preventing a ignition of core materials and control fire.

• Proceedings of the KIEE Conference
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• 2003.07d
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• pp.2334-2336
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• 2003

이동로봇의 주행을 위해서는 주변 환경에 대한 정보와 출발점과 도착점을 기초로 한 경로 탐색 알고리즘이 필요하다. 여러 경로 탐색 알고리즘 중 A* 알고리즘은 주어진 격자로 구성한 환경 정보 지도상에서 시작점과 목표점 두 Node가 주어지면 목표점까지 Node 단위로 탐색을 실시하여 시작점과 목표점 사이에 존재하는 수많은 경로 중 최저의 이동 비용 경로를 찾는 경험적인 알고리즘이다. 본 논문은 로봇의 가상 크기가 지도의 격자 방안 보다 큰 공간상에서 이동로봇의 경로 생성을 위해 격자 단위가 아닌 로봇의 가상 크기 단위로 탐색하도록 A*알고리즘을 보완하였으며 실험 결과 보완된 A* 알고리즘이 격자 단위 탐색으로 생성한 경로보다 로봇의 주행에 더 적합한 경로를 생성하였다. 또한 이동로봇의 코너 주행시 벽과의 충돌 가능성을 최소화 시키는 안전한 주행 방법을 제시하였다.

• Journal of the Earthquake Engineering Society of Korea
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• v.13 no.1
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• pp.35-43
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• 2009

Two types of piloti-type high-rise RC building structures having irregularity in the lower two stories were selected as prototypes, and nonlinear time history analysis was performed using OpenSees to verify the analysis technique and to investigate the seismic capacity of those buildings. One of the buildings studied had a symmetrical moment-resisting frame (BF), while the other had an infilled shear wall in only one of the exterior frames (ESW). A fiber model, consisting of concrete and reinforcing bar represented from the stress-strain relationship, was adapted and used to simulate the nonlinearity of members, and MVLEM (Multi Vertical Linear Element Model) was used to simulate the behavior of the wall. The analytical results simulate the behavior of piloti-type high-rise RC building structures well, including the stiffness and yield force of piloti stories, the rocking behavior of the upper structure and the variation of the axial stiffness of the column due to variation in loading condition. However, MVLEM has a limitation in simulating the abrupt increasing lateral stiffness of a wall, due to the torsional mode behavior of the building. The design force obtained from a nonlinear time history analysis was shown to be about $20{\sim}30%$ smaller than that obtained in the experiment. For this reason, further research is required to match the analytical results with real structures, in order to use nonlinear time history analysis in designing a piloti-type high-rise RC building.