• 한국정보과학회논문지:소프트웨어및응용
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• 제31권7호
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• pp.922-928
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• 2004

본 논문에서는 볼륨데이타에서의 레이블링(labeling)을 위한 알고리즘을 제안하고자한다. 3차원 볼륨은 2차원 슬라이스 데이타의 연속으로 보고 각 슬라이스의 레이블링 정보를 바탕으로 하는 SIL(Slice Information based Labeling)방법을 제안한다. 이는 기존의 알고리즘에 비해 효율적인 메모리 사용이 가능하고 분석하고자 하는 데이타의 특성에 맞는 2차원 레이블링과의 조합이 가능한 장점이 있다. 기존 알고리즘과 제안하는 방법을 3차원 세포영상에서 비교하여 보았으며, SIL을 2차원 레이블링 CCCL(Contour based Connected Component Labeling)과 함께 볼륨데이타에 적용하여 본 결과 기존의 알고리즘 보다 약 2배 빠른 성능을 보였다. 다양한 3차원 레이블링 방법 중 적용되는 영상에 따라 각기 다른 결과를 얻었지만, 3차원 세포영상의 분석에서는 SIL 방법이 우수하다는 결론을 얻었다.

• Earthquakes and Structures
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• 제24권6호
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• pp.439-453
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• 2023

Older brick masonry structures generally suffer from low strength defects. Using a cement mortar layer (CML) or steel-meshed cement mortar layer (S-CML) to reinforce existing low-strength brick masonry structures (LBMs) is still an effective means of increasing seismic performance. However, performance indices such as lateral displacement ratios and skeleton curves for LBMs reinforced with CML or S-CML need to be clarified in performance-based seismic design and evaluation. Therefore, research into the failure mechanisms and seismic performance of LBMs reinforced with CML or S-CML is imperative. In this study, thirty low-strength brick walls (LBWs) with different cross-sectional areas, bonding mortar types, vertical loads, and CML/S-CML thicknesses were constructed. The failure modes, load-carrying capacities, energy dissipation capacity and lateral drift ratio limits in different limits states were acquired via quasi-static tests. The results show that 1) the primary failure modes of UBWs and RBWs are "diagonal shear failure" and "sliding failure through joints." 2) The acceptable drift ratios of Immediate Occupancy (IO), Life Safety (LS), and Collapse Prevention (CP) for UBWs can be 0.04%, 0.08%, and 0.3%, respectively. For 20-RBWs, the acceptable drift ratios of IO, LS, and CP for 20-RBWs can be 0.037%, 0.09%, and 0.41%, respectively. Moreover, the acceptable drift ratios of IO, LS, and CP for 40-RBWs can be 0.048%, 0.09%, and 0.53%, respectively. 3) Reinforcing low-strength brick walls with CML/S-CML can improve brick walls' bearing capacity, deformation, and energy dissipation capacity. Using CML/S-CML reinforcement to improve the seismic performance of old masonry houses is a feasible and practical choice.