• Journal of the Korea Academia-Industrial cooperation Society
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• v.17 no.1
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• pp.219-224
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• 2016

The vibration control performance of a semi-active damper connected to adjacent buildings subjected to seismic loads was investigated. The MR damper was used as a semi-active control device. A fuzzy logic control algorithm was used for effective control of the adjacent buildings connected to the MR damper. In the buildings control coupled with a MR damper, the response reduction of one building results in an increase in the response in another building. Because of these conflict characteristics, multi-objective optimization is required. Therefore, a fuzzy logic control algorithm for the control of a MR damper was optimized using a multi-objective genetic algorithm. Based on numerical analyses, the semi-active fuzzy control of MR damper for adjacent coupled buildings can provide good control performance.

• The Journal of the Acoustical Society of Korea
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• v.12 no.2
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• pp.37-44
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• 1993

본 연구는 올림픽 도로에 인접한 병원건물의 내외부에서 교통 소음을 동시에 측정하여 대상 병원건물에서의 교통소음 특성과 그 소음이 병원건물에 미치는 영향을 파악하고 소음 방지 대책의수립에 필요한 기초자료를 제시한다. 본 연구에서는 올림픽도로에서 발생하는 교통소음의 변동 및 분포특성, 주파수 특성, 도로교통소음으로 인한 건물실내의 소음도를 파악하였으며, 실내에서의 소음도는 ISO의 권장치를 초과하는 것으로 나타나 소음저감 대책이 필요한 것을 알 수 있었다. 본 연구는 도로주변에서의 특정건물에 대한 연구이나, 그외 건물의 소음방지대책에도 참고가 될 수 있을 것으로 사료된다.

• Journal of the Korean Geotechnical Society
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• v.18 no.3
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• pp.51-59
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• 2002

This paper deals with development of a damage risk assessment system for adjacent buildings to under-passing tunnel face considering 3D-ground movement. The system consists of building and ground information module, monitoring data module, settlement evaluation module, and building damage risk assessment module. The major modules, settlement evaluation module and building damage assessment module, are based on settlement estimation model suggested by Attewell et al (1982) and the building damage assessment method by Mair et al. (1996). After estimating 3D-ground movements due to tunneling with settlement evaluation module, damage assessment far buildings is performed using building damage risk assessment module. The developed system has two major functions; 1) calculation of 3D-settlement with ground loss ($V_{s}$)or maximum settlement ($w_{max}$) and inflection point (i) using various empirical formulae, monitoring data, numerical results, and so on; 2) assessment of damage risk for adjacent buildings of arbitrary section with position change of tunnel face. The field data given by Boscadin and Cording (1989) leer the case of two-storied masonry building near the Metro tunnel in Washington D.C. was simulated to verify the applicability of the developed system.

• Journal of Korean Tunnelling and Underground Space Association
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• v.20 no.1
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• pp.23-38
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• 2018

Up to now, most of studies on seismic analysis have been limited to analyze buildings and underground structures individually so that the interaction between them could not be analyzed effectively. Thus, in this study, a dynamic analysis was conducted for soil-structure interaction with a complex underground facility composed of a building and an adjacent underground structure constructed on a surface soil and the bed rock ground conditions. Seismic stability was analyzed based on interstory drift ratio and bending stress of structure members. As a result, an underground structure has more effect on a high-rise building than a low-rise building. However the above structures were proved to be favorable for seismic stability. On the other hand, tensile bending stresses exceeded the allowable value at the underground part of the building and the adjacent underground structure so that it turned out that the underground part could be weaker than the above part. Therefore, it is inferred that above and underground structures should be analyzed simultaneously for better prediction of their interaction behavior during seismic analyses because there exist various structures around buildings in big cities.

• Proceedings of the KSRS Conference
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• 2007.03a
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• pp.142-147
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• 2007

본 연구에서는 스캔라인을 이용한 LIDAR 포인트 cloud의 분리과정 중 분리된 포인트 군집간 인접 관계를 인식할 수 있는 기능을 추가하였다. 군집간 인접관계는，포인트 cloud 분리 과정 중에 분리된 건물 요소를 재결합하거나 지면 포인트를 인식하기 위하여 사용될 수 있다. 실험 결과 포인트 cloud 분리 과정에 군집간 인접 관계 인식 기능을 추가하더라도 처리 성능이 저하되지 않았으며 후처리를 통하여 건물 요소를 결합하여 온전한 형태의 건물 포인트 군집을 형성함과 더불어 지면 포인트 군집도 인식할 수 있음을 확인하였다.

• 한국공간정보시스템학회:학술대회논문집
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• 2004.12a
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• pp.119-124
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• 2004

LiDAR 자료를 이용한 지형 및 공간 정보 자료를 구축하기 위해서는 LiDAR 자료의 오차 보정, 건물영역 및 지면 분리, 건물 및 지형의 재구성 등의 과정이 필요하다. 그 중에서 건물영역 분리 과정은 막대한 양의 LiDAR 자료에 대한 직, 간접적인 처리를 필요로 하며 결과물의 품질에도 큰 영향을 미친다. 본 연구에서는 LiDAR 자료로부터 건물 영역을 분리해 내기 위하여 LiDAR 원 자료를 그대로 활용하는 방식을 제안하였다. 항공레이저측량은 스캔라인을 따라 취득되는 포인트정보를 순서대로 저장하여 제공하므로 LiDAR 자료로부터 연속적으로 입력되는 포인트들은 서로 인접할 가능성이 높다. 이와 같은 특성을 이용하여 유사한 고도 값을 갖는 인접 포인트들로 클래스를 형성하고 새로운 포인트가 속할 클래스를 검색하여 편입시킴으로써 건물영역을 분리해 낸다. 아울러 각 건물 클래스에 대한 레이블링도 자동적으로 수행하며 새로운 포인트가 편입될 클래스를 검색하는 방법에 있어서도, 클래스의 검색 순서와 클래스의 자료 구조를 효율적으로 운용함으로써 성능 향상을 도모하였다.

• Journal of the Korean Solar Energy Society
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• v.34 no.5
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• pp.101-108
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• 2014

The performance of the daylighting in buildings depends on building site and shape. As an energy saving design strategy, daylighting is a key issue in green building design. In this paper, the influence of the adjacent or obstructed building on daylighting performance of the office building in urban area was analyzed. A typical office building about 20 storeys with obstructed buildings has been modeled and simulated using Radiance. The parametric simulations have been performed to analyze the influence of the daylighting performance (illuminance, luminance) of the analyzed office. The results show that the possibility of the glare was decreased when the obstructed building is located in south, also the illuminance level was significantly decreased. When the obstructed building is located in north, the changes of the illuminance level and luminance possibility were somewhat small compared to the unobstructed condition. The daylighting performance of the analyzed building was most affected by the obstructed building in winter season.

• Journal of the Korean Geotechnical Society
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• v.34 no.4
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• pp.49-55
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• 2018

A pre-load of bracing was imposed to prevent the horizontal displacement on the strut of the braced wall adjacent to the building during the ground excavation. For this purpose, large scale model tests were conducted, without and with pre-load on braced wall. Adjacent building load was also imposed in different locations, that were 0 m, 1D, 2D on ground surface. In this study, model tests in 1:10 scale were performed in real construction sequences, and adjacent building was 12 m in width and the size of model test pit was 2 m in width, 6 m in height, and 4 m in length. As a result, it was found that the stability of the existing building adjacent to the braced wall within Rankine's active zone could be greatly enhanced when the horizontal displacement of the braced wall was reduced by applying a pre-load. which was larger than the designated axial force on the strut of the braced wall.

• Proceedings of the Korean Society for Rock Mechanics Conference
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• 1996.03a
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• pp.95-106
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• 1996

건물발파해체 설계 및 시공에 있어서 중요한 공정의 하나는 불안정성을 유도하도록 실시하는 건물의 주요 지지부 기둥에 대한 발파이다. 이와 관련된 요소기술로는 기둥단면에 따라 천공패턴을 결정하고 적정장약량을 산정하는 것과 폭파시 파괴된 파편의 비산에 대한 방호기술을 들 수 있다. 비산은 인접건물에 대한 피해와 인명사고들을 유발할 수 있으므로 사전에 철저한 대책이 강구되어야 할 대상이다. (중략)

• Journal of Korean Society for Geospatial Information Science
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• v.15 no.1 s.39
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• pp.17-22
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• 2007

In this study, we recognized and joined parts of buildings separated during LIDAR point segmentation utilizing scan line characteristics, with an additional function to recognize neighboring relation among point segments. And we applied the relation to suggest a method to recognize earth point segment. From the test, we could confirm that it does not drop down the efficiency of point segmentation to be added with the function of recognizing neighboring relation and it is possibile to combine point segments to form a complete shaped building and to recognize earth point segment.