• 한국안전학회지
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• 제32권6호
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• pp.81-88
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• 2017

This study deals with the optimal design of a hybrid control system composed of a combination of active control system and passive control system for effective seismic performance improvement of two adjacent structures. The proposed hybrid control system adopts a configuration of installing an active control device in one building and connecting two adjacent structures with a passive control device so that the one-side active control force can be bi-directionally applied to both buildings through the passive connecting devices. In order to derive the optimal performance of the proposed system, the design parameters of the passive and active control systems were searched using the genetic algorithm. Numerical simulations of 10-story and 8-story buildings have been performed to verify the effectiveness of the proposed technique. For the purpose of comparison, the conventional independent control system with two identical active control systems being installed separately for each structure was also optimally designed and its seismic response has been evaluated as well. From the comparative results of the two control systems, it is demonstrated that the proposed hybrid control system requires larger control force for its one-side active control device than the conventional independent control system does for each of both-side active devices, but quite less than the total control force required for both-side devices of the independent control system, while maintaining similar seismic performance. Therefore, the proposed system is more economical and reliable than the conventional independent control system with two identical active devices.

• 한국터널지하공간학회 논문집
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• 제20권1호
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• pp.23-38
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• 2018

현재까지 대부분의 내진해석 연구는 지상과 지하구조물을 개별적으로 분석하는 데 제한되어왔기 때문에 그 상호거동이 효과적으로 분석되지 못했다. 따라서 본 연구에서는 기반암과 표층으로 이루어진 지반에 건물과 인접지하구조물이 설치되는 복합지하시설물을 대상으로 지반과 구조물을 동시에 고려한 동적해석(SSI)을 수행하였다. 내진안정성이 층간변위비와 구조부재의 휨응력에 근거하여 분석되었다. 그 결과, 초고층건물이 저층건물보다 인접지하구조물의 영향을 더 많이 받지만, 지상구조물은 내진안정성이 양호한 것으로 나타났다. 반면, 건물의 지하부와 인접지하구조물에서 발생한 휨인장응력이 허용값을 초과하여 지상부보다는 지하구조물이 더 취약할 수 있다고 나타났다. 따라서 대도시에서의 건물은 주변에 다양한 구조물이 존재하기 때문에 내진해석 시 지상 및 지하구조물을 동시에 고려해야 상호거동을 정확히 예측할 수 있다고 판단된다.

• 한국소음진동공학회논문집
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• 제19권12호
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• pp.1269-1280
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• 2009

This study was performed to construct sound performance DB of royal palace buildings and to examine the special quality more scientifically. Research target of royal palace were Changdeokgung and Gyeongbokgung. Sound insulation performance between the adjacent room and facade, room acoustics of Pyeonjeon and Chimjeon which is representative building in royal palace were examined through field measurement. Measured values of RT($T_{mf}$) at Pyeonjeon were 0.78 sec. and 1.03 sec. in Seonjeongjoen and Sajeongjoen, respectively. The RTs of both Pyeonjeon buildings were estimated suitable for speech and lecture considering their volume. The RT($T_{mf}$)s at Chimjeon were measured in range of 0.29~0.55 sec. This meant that the acoustic energy in rooms was decreased by sound transmission through mulberry paper(Hanji) of traditional windows and doors. As a sound insulation performance, the single-number quantities($D_{ls,2m,nT,w}$) of the building facades in Pyeonjeon and Chimjeon were measured 4~20 dB. Also the single-number quantities($D_{p,w}$) between the adjacent rooms in Chimjeon were measured 3~18 dB. Sound insulation performance of traditional building elements such as window and door depended strongly on their layers and area.

• 한국산학기술학회논문지
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• 제17권9호
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• pp.369-374
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• 2016

냉각탑은 옥탑이나 건물 외부에 설치하여, 실내의 온도제어를 위해 사용된다. 냉각탑의 운전시 모터, 팬 및 낙하되는 냉각수에서 발생되는 소음 진동은 주변으로 전파가 용이하여, 인접한 건물 내부의 소음 진동 문제를 야기할 수 있다. 본 논문은 공장에 인접해 위치한 산업용 냉각탑의 진동 소음을 측정하여, 공장 내부의 정밀장비에 미치는 영향을 평가하였다. 정상 운전조건에서의 냉각탑의 소음을 측정하고, 냉각탑에서 일정거리 떨어진 공장의 바닥과 공장 내부에 위치한 정밀장비를 대상으로 진동을 측정하여, 냉각탑과 정밀기계의 진동 소음 평가기준에 의해 냉각탑의 진동 소음이 정밀장비의 정밀도에 미치는 영향을 분석하였다. 측정결과 냉각탑의 소음은 동일 용량 냉각탑의 기준 소음치인 68dB(A)보다 4~9dB(A) 높다. 냉각탑의 진동이 정밀장비에 미치는 영향은 냉각탑이 위치하는 건물 지지 프레임의 진동이 정밀장비가 위치한 바닥의 진동보다 낮아 영향은 미미하다. 정밀장비가 위치한 실내 바닥은 진폭은 허용기준치 안에 들어가나 진동 가속도 레벨 기준으로는 높게 나타났다.

• 대한건축학회논문집:구조계
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• 제35권5호
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• pp.169-179
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• 2019

During the initial design stage of apartment complex, the photovoltaic(PV) system has been considered as an alternative of renewable energy system and planned to install at the rooftop floor level in general. The electric power generation characteristics can be influenced by the block layout, building orientation and roof top structure because of azimuth angle, tilt angle, and partial shading. This study aims to investigate power generation characteristics of photovoltaic system in apartment buildings by considering the partial shading conditions due to the block layout, building orientation and roof-top structures. For the photovoltaic module arrangement planning in rooftop floor level, shading areas were firstly analyzed due to the adjacent building structure. And the annual and seasonal power generation of PV system were analyzed through the PVsyst simulation results. The results show that shading period at the roof top surface can be increased due to the parapet and water tank. Initial design power capacity can be decreased by considering the daily insolation period and distance between PV modules through the shading simulation. As the number of PV modules decreases, the annual power generation can be decreased. However annual power generation per unit area of PV modules can be increased and performance ratio can be increased above 80%. Also the power generation of PV system can be critically affected by building orientation and the performance ratio can be drastically decreased in east-oriented buildings due to the shading problems caused by adjacent structures at roof top level such as parapet and water tank.

• 한국터널지하공간학회 논문집
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• 제20권4호
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• pp.671-686
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• 2018

최근 경주, 포항 인근에서 지진이 발생하여 대도시의 초고층 빌딩과 그에 인접한 지하구조물의 내진해석에 대한 사회적 요구가 증가하고 있다. 그러나 기존에 수행되어 왔던 대부분 내진해석 연구는 초고층 빌딩과 지하구조물을 개별적으로 분석하여 구조물간 동적 상호거동 연구가 부족한 실정이다. 따라서 본 연구에서는 기반암과 표층으로 이루어진 지반에 건물과 인접 지하구조물이 설치된 복합지하시설물을 대상으로 지반과 구조물을 동시에 고려한 동적해석을 수행하였다. 특히 신뢰도를 높이기 위해 유사정적해석을 추가로 수행하여 동적해석 결과와 비교 분석하였다. 종합적으로 복합시설물에 대한 SSI 해석 시 인접 지하구조물을 고려하는 것이 보다 보수적인 방법이라고 결론 내렸다.

• 대기
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• 제24권1호
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• pp.17-27
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• 2014

In this study, the observational environment for sunshine duration at Seoul and Daegu Automated Synoptic Observing Systems (ASOSs) was analyzed using a numerical model. In order to analyze the effects of topography and buildings on observational environment for sunshine duration, the model domains including the elevated building and mountainous areas around Seoul and Daegu ASOSs were considered. Three dimensional topography and buildings used as input data for the numerical model were constructed using a geographic information system (GIS) data. Solar azimuth and altitude angles calculated for the analysis period (one-week for each season in 2008) in this study were validated against those by Korea Astronomy and Space Science Institute (KASI). The starting and ending times of sunshine duration observed at ASOSs largely differed from the respective sunrise and sunset times simply calculated using solar angles and information of ASOSs' latitude and longitude, because uneven topography and elevated buildings around ASOSs cut off sunshine duration right after the sunrise and right before the sunset. The model produced the sunshine indices for Seoul and Daegu ASOSs with the time interval of one minute and the period of one week for each season and we compared the hourly averaged indices with those observed at the ASOSs. One week of which the cloudiness is lowest for each season is selected for analysis. Not only the adjacent buildings but also distant buildings and mountain cut off sunshine duration right after the sunrise and right before the sunset. The buildings and topography cutting off sunshine duration were found for each analyzing date. It was suggested that, in order to evaluate the observational environment for sunshine duration, we need to consider even the information of topography and/or building far away from ASOSs. This study also showed that the analyzing method considering the GIS data is very useful for evaluation of observational environment for sunshine duration.

• Earthquakes and Structures
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• 제13권4호
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• pp.377-386
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• 2017

Earthquake-induced pounding damages to building structures were repeatedly observed in many previous major earthquakes. Extensive researches have been carried out in this field. Previous studies mainly focused on the regular shaped buildings and each building was normally simplified as a single-degree-of-freedom (SDOF) system or a multi-degree-of-freedom (MDOF) system by assuming the masses of the building lumped at the floor levels. The researches on the pounding responses between irregular asymmetric buildings are rare. For the asymmetric buildings subjected to earthquake loading, torsional vibration modes of the structures are excited, which in turn may significantly change the structural responses. Moreover, contact element was normally used to consider the pounding phenomenon in previous studies, which may result in inaccurate estimations of the structural responses since this method is based on the point-to-point pounding assumption with the predetermined pounding locations. In reality, poundings may take place between any locations. In other words, the pounding locations cannot be predefined. To more realistically consider the arbitrary poundings between asymmetric structures, detailed three-dimensional (3D) finite element models (FEM) and arbitrary pounding algorithm are necessary. This paper carries out numerical simulations on the pounding responses between a symmetric rectangular-shaped building and an asymmetric L-shaped building by using the explicit finite element code LS-DYNA. The detailed 3D FEMs are developed and arbitrary 3D pounding locations between these two buildings under bi-directional earthquake ground motions are investigated. Special attention is paid to the relative locations of two adjacent buildings. The influences of the left-and-right, fore-and-aft relative locations and separation gap between the two buildings on the pounding responses are systematically investigated.

• 한국환경생태학회지
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• 제34권5호
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• pp.466-482
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• 2020

본 연구는 도로에서 발생하는 미세먼지 농도가 도시 개발 형태에 따라 인접 생활권별로 어떻게 확산되는지 시뮬레이션을 통해 파악하고자 하였다. 연구는 경상남도 밀양시청 앞 6차선 도로를 중심으로 한 도로영향권 시가지를 대상으로 진행하였다. 시뮬레이션 프로그램인 ENVI-met 모델을 가로녹지 유무, 도로변 건축물의 높이에 따라 변수를 조정하여 미세먼지 농도의 확산정도를 파악하였다. 모델링 결과 도로변 건물이 고층으로 형성되어 있고 가로녹지가 조성되어 있는 경우 인접 생활권으로 확산된 미세먼지 농도가 가장 낮았으며, 다음으로는 고층건물군에 가로녹지가 없는 상태의 농도가 낮았다. 반면 저층건물군이 형성된 경우에는 가로녹지 유무에 관계없이 인접생활권으로 확산된 미세먼지 농도는 높게 나타났다. 고층건물의 경우 빌딩풍에 의해 건축물 주변으로 강한 바람이 형성되는 만큼 바람에 의해 미세먼지가 빠르게 외부로 확산되어 농도가 낮아지는 것으로 확인할 수 있었다. 반면 가로녹지 조성이 도로변 생활권에 미치는 미세먼지 저감효과는 뚜렷하지 않았다. 특히 도로변 건축물이 저층일 경우 가로녹지를 조성과 생활권미세먼지농도변화와 관련성은 없는 것으로 확인되었다. 본 연구는 미세먼지가 도로에서만 발생하는 것을 가정하여 모델링을 진행한 것으로 향후 다양한 변수에 따른 미세먼지 확산모형 연구 및 현장연구의 보완을 필요로 하였다.

• 한국농촌건축학회논문집
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• 제25권4호
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• pp.37-44
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• 2023

As a basic study to analyze the relative importance of external space in urban development projects, this study selects evaluation indicators for external space planning and then analyzes systematic external space planning through expert surveys. The scope of the study is to examine the criteria of evaluation items for external space derived from existing studies and to suggest the importance and priority of evaluation items. As a research method, we reviewed the legal and research literature on landscape planning and external space-related guidelines, and conducted a primary review of external space planning evaluation items analyzed by questionnaire. The reviewed items were again reviewed and selected through expert group discussions (FGI). The selected evaluation items were surveyed by expert groups and analyzed in depth using the hierarchical analysis method (AHP). Looking at the relative importance of the calculated sub-items, among the 17 sub-items, 'planning open space' (.096) is the largest, followed by 'pedestrianization' (.082), 'linking with adjacent buildings, streets, parks, and green areas' (.077), 'securing public space through various planning techniques such as linking with pedestrian paths' (.066), 'Plan the placement, form, and scale of buildings in consideration of the identity of the destination' (.065), 'Plan buildings, streets, parks, and green spaces in an integrated and holistic manner' (.065), 'Harmonize with the surrounding environment (landscape)' (.063), 'Harmonize with surrounding buildings and apply landscape planning in urban planning' (.063), 'Entrances and lower floors of buildings are planned as parks for users and pedestrians' (.060), 'Preserve and expand green areas and establish maintenance plans for urban greening' (.054), 'Form the basis for a comfortable life for urban residents by providing long-term development directions' (.047), 'Activate community activities and plan pedestrian environments and streetscapes considering human scale' (.047), 'Establish and propose basic directions for urban greening' (.046), 'Plan buildings, streets, parks, and green areas considering the hierarchy and characteristics of the landscape structure' (.045), 'Plan for integrated land use' (.045), 'Create green axes in connection without cutting them due to development activities' (.044), and 'Apply barrier free design' (.034).