• 한국실내디자인학회논문집
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• 제15호
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• pp.39-48
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• 1998

This study has been peformed to investigate storage space types of old-fashioned traditional dwelling units where older couples maintain their traditional farming lives. In this study it is observed that residents of the traditional farm-houses are exposed to higher level of environmental and emotional pressures. However it is also observed that the older residents are generally manifesting a consistent subculture of the old-timers without noticeable complaints. The usage and morphology of storage spaces are as follows: (1) Storage space in the ceiling are under control of old couple and used for seasonally varied farm products and household equipment. (3) All the households use longterm storage space under wooden floor; the hidden ground is used for keeping miscellaneous tools and fermented foods for years. Overall in this stud it is observed that traditional farm houses are well modified for physically and emotionally frail elderly residents.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2006년도 춘계학술대회논문집
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• pp.1123-1128
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• 2006

철도 및 도로교통에 의한 건축구조물의 진동, 소음을 저감시킬 수 없는 PO-MAT(Polyurethane Mat) 제품과 다양한 건축물의 진동, 소음이 전달되는 상황에 적용되어 방진효과를 정확하게 예측하는데 사용될 수 있는 설계안을 개발하였다. 개발된 제품은 다공질의 폴리우레탄 탄성체의 조직으로 도로 및 철도의 교통진동의 방진과 연구실, 기계실, 공조실 등의 Floating Floor System 및 건축기초의 내진용으로 사용되고, 실제구조물에 적용하여 진동저감과 충격흡수, 소음저감 효과가 탁월함을 확인하였다.

• Earthquakes and Structures
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• 제8권3호
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• pp.801-820
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• 2015

The seismic sequence which hit the Northern Italian territory in 2012 produced extensive damage to reinforced concrete (RC) precast buildings typically adopted as industrial facilities. The considered damaged buildings are constituted by one-storey precast structures with RC columns connected to the ground by means of isolated socket foundations. The roof structural layout is composed of pre-stressed RC beams supporting pre-stressed RC floor elements, both designed as simply supported beams. The observed damage pattern, already highlighted in previous earthquakes, is mainly related to insufficient connection strength and ductility or to the absence of mechanical devices, being the connections designed neglecting seismic loads or neglecting displacement and rotation compatibility between adjacent elements. Following the vulnerabilities emerged in past seismic events, the paper investigates the seismic performance of industrial facilities typical of the Italian territory. The European building code seismic assessment methodologies are presented and discussed, as well as the retrofit interventions required to achieve an appropriate level of seismic capacity. The assessment procedure and retrofit solutions are applied to a selected case study.

• Advances in concrete construction
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• 제1권1호
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• pp.29-44
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• 2013

Post earthquake fire (PEF) can lead to the collapse of buildings that are partially damaged in a prior ground-motion that occurred immediately before the fire. The majority of standards and codes for the design of structures against earthquake ignore the possibility of PEF and thus buildings designed with those codes could be too weak when subjected to a fire after an earthquake. An investigation based on sequential analysis inspired by FEMA356 is performed here on the Life-Safety performance level of structures designed to the ACI 318-08 code after they are subjected to two different earthquake levels with PGA of 0.35 g and 0.25 g. This is followed by a four-hour fire analysis of the weakened structure, from which the time it takes for the weakened structure to collapse is calculated. As a benchmark, the fire analysis is also performed for undamaged structure and before occurrence of earthquake. The results show that the vulnerability of structures increases dramatically when a previously damaged structure is exposed to PEF. The results also show the damaging effects of post earthquake fire are exacerbated when initiated from second and third floor. Whilst the investigation is for a certain class of structures (regular building, intermediate reinforced structure, 3 stories), the results confirm the need for the incorporation of post earthquake fire in the process of analysis and design and provides some quantitative measures on the level of associated effects.

• Steel and Composite Structures
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• 제37권6호
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• pp.679-693
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• 2020

This paper investigates the seismic response of buildings equipped with Self-Centering Energy Dissipating (SCED) braces. Two-dimensional models of 3, 6, 12 and 16-story SCED buildings considering both material and geometric nonlinearities are investigated by carrying out pushover and nonlinear time-history analyses. The response indicators of the buildings are studied for weight-scaled ground motions to represent the Design Basis Earthquake (DBE) level and the Maximum Considered Earthquake (MCE) event. The fragility curves of the buildings for two Immediate Occupancy (IO) and Life Safety (LS) performance levels are developed using Incremental Dynamic Analysis (IDA). Results of the nonlinear response history analyses indicate that the maximum inter-story drift occurs at the taller buildings. The mean peak inter-story drift is less than 2% in both hazard levels. High floor acceleration peaks are observed in all the SCED frames regardless of the building height. The overall ductility and ductility demand increase when the number of stories reduces. The results also showed the residual displacement is negligible for all of case study buildings. The 3 and 6-story buildings exhibit desirable performance in IO and LS performance levels according to fragility curves results, while 12 and 16-story frames show poor performance especially in IO level. The results indicated the SCED braces performance is generally better in lower-rise buildings.

• 국제초고층학회논문집
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• 제8권2호
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• pp.101-106
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• 2019

Assessing the energy performance of supertall buildings often does not consider variations in energy consumption due to the change of environmental conditions such as temperature, pressure, and wind speed associated with differing elevations. Some modelers account for these changing conditions by using a conventional temperature lapse rate, but not many studies confirm to the appropriateness of applying it to tall buildings. This paper presents and discusses simulated annual energy consumption results from a 600 m tall skyscraper floor plate located in Dubai, UAE, assessed using ground level weather data, a conventional temperature lapse rate of $6.5^{\circ}C/km$, and more accurate simulated 600 m weather data. A typical office floorplate, with ASHRAE 90.1-2010 standards and systems applied, was evaluated using the EnergyPlus engine through the OpenStudio graphical user interface. The results presented in this paper indicate that by using ground level weather data, energy consumption at the top of the building can be overestimated by upwards of 4%. Furthermore, by only using a lapse rate, heating energy is overestimated by up to 96% due to local weather phenomenon such as temperature inversion, which can only be conveyed using simulated weather data. In addition, sizing and energy consumption of fans, which are dependent both on wind and atmospheric pressure, are not accurately captured using a temperature lapse rate. These results show that that it is important, with the ever increasing construction of supertall buildings, to be able to account for variations in climatic conditions along the height of the building. Adequately modeling these conditions using simulated weather data will help designers and engineers correctly size mechanical systems, potentially decreasing overall building energy consumption, and ensuring that these systems are able to provide the necessary indoor conditions to maintain occupant comfort levels.

• 농약과학회지
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• 제16권4호
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• pp.315-321
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• 2012

소나무재선충 매개충인 솔수염하늘소 방제용으로 살포되는 농약성분의 산림환경 중 분포, 이동 및 잔류소장 등 행적을 파악하고 방제지역으로부터 수계유출에 대한 평가를 목적으로 acetamiprid 액제와 imidacloprid 분산성 액제에 대한 행적실험을 경상남도 함안군 소재 산림에서 실시하였다. 농약의 살포량은 100배 희석액 50 L/ha이었는데 imidacloprid는 배량 시험을 추가하였고 Bell 206L 헬리콥터로 두 번 살포하였다. Acetamiprid의 평균 지표면 낙하량은 표준살포량의 2~4% 수준이었다. 솔잎 중의 잔류량은 살포 직후에 1.8~8.5 mg/kg이었으나 48일 후에는 1.2~2.1 mg/kg로 감소하였고, 빗물에 씻겨 내린 양은 살포량의 17% 수준이었다. 토양표면에 도달한 acetamiprid의 대부분은 부엽토층에 존재하였으며 살포 48일 후에는 표면도달량의 4분의 1 수준으로 감소하였고, 부엽토 밑 토양에서는 전 기간 동안 검출되지 않았다. Acetamiprid는 인접 소류지에서 비산에 의하여 0.0003 mg/L의 낮은 수준으로 검출된 외에는 검출되지 않았다. Imidacloprid의 평균 지표면 낙하량은 표준살포량의 1~3% 수준이었다. 솔잎 중의 잔류량은 살포 직후에도 0.1 mg/kg 수준에 불과하여 솔잎에는 수분과다 등의 원인으로 거의 부착되지 않은 것으로 판단되었으나, 목질부로부터 빗물에 씻겨 내린 량은 살포량의 4~8% 수준이었다. 토양표면에 도달한 imidacloprid의 대부분도 부엽토층에 존재하였으며 살포 111일 후에는 표면도달량의 20분의 1 수준으로 감소하였고, 부엽토 밑 토양에서는 살포량의 0.5% 미만으로 검출되었다. Imidacloprid는 계곡수에서 0.0003~0.0017 mg/L의 낮은 수준으로 검출되었으나 수계오염을 우려할 수준은 아니었다.

• Earthquakes and Structures
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• 제18권3호
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• pp.349-365
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• 2020

Since the peak seismic response of a base-isolated building strongly depends on the characteristics of the imposed seismic ground motion, the behavior of a base-isolated building under different seismic ground motions is studied, in order to better assess their effects on its peak seismic response. Specifically, the behavior of a typical steel building is examined as base-isolated with elastomeric bearings, while the effect of near-fault ground motions is studied by imposing 7 pairs of near- and 7 pairs of far-fault seismic records, from the same 7 earthquake events, to the building, under 3 different loading combinations, through three-dimensional (3D) nonlinear dynamic analyses, conducted with SAP2000. The results indicate that near-fault seismic components are more likely to increase the building's peak seismic response than the corresponding far-fault components. Furthermore, the direction of the imposed earthquake excitations is also varied by rotating the imposed pairs of seismic records from 0◦ to 360◦, with respect to the major construction axes. It is observed that the peak seismic responses along the critical incident angles, which in general differ from the major horizontal construction axes of the building, are significantly higher. Moreover, the influence of 5% and 10% accidental mass eccentricities is also studied, revealing that when considering accidental mass eccentricities the peak relative displacements of the base isolated building at the isolation level are substantially increased, while the peak floor accelerations and interstory drifts of its superstructure are only slightly affected.

• 한국축산시설환경학회지
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• 제17권2호
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• pp.61-70
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• 2011

본 연구는 한우사육 305 농가에 대하여 우사바닥상태, 습기제거방법, 급이시설, 방역실태 등과 같은 사육환경을 조사 분석하여 환경개선을 통한 효율적인 농장관리 프로그램에 필요한 지표를 설정하고자 실시하였다. 그 결과를 요약하면 다음과 같다. 첫째는, 한우농가의 우사바닥 상태는 "보통이다" 으로 관리하는 경우가 가장 많았으며(46.4%), 건조한 편 (35.5%)도 많이 있어 비교적 잘 관리되고 있으나, 질척거리는 수준(18.1%)도 많이 있는 것으로 보아 아직도 바닥관리에 톱밥이나 송풍홴을 설치하여 습기를 제거해야 할 것으로 생각된다. 둘째는, 우사바닥 습기제거는 "송풍홴" 을 이용 (36.4%)하는 경우가 가장 많은 것으로 나타나 시설구입이나 에너지 비용을 절감할 수 있는 자연빛이나 통풍을 이용하도록 권장해야 한다. 셋째는, 축사 내 냄새 악취는 "깔짚교체"로(33.7%) 제거하는 경우가 가장 많았으나, 자연송풍 등을 효율적으로 이용하여 환기를 시켜야 할 것으로 생각된다. 넷째는, 여름철 축사내 "송풍홴 설치" 않은 농가 (37.7%)가 비교적 많았는데, 체온조절이나 습기제거용으로 적절히 설치되어야 할 것으로 판단된다. 다섯째는, 사료급이시설은 "수동식" (88.2%)이 가장 많은 것으로 조사되었는데, 자동화시스템으로 전업화 농장 경영관리가 이루어져야 할 것이다. 여섯째는, 농가의 사양관리기술수준은 5점 만점 중 "2.80점" 으로 중등수준으로 평가되고 있어서 경쟁력을 갖춘 기술 습득이 요구된다. 일곱째로, 농장의 방역시설 중 "분무기" 사용 (80.8%) 농가가 가장 많았으나 소독장비가 없는 농가도 3.0%나 되었다. 그리고 "1주 1회" 방역실시 (40.0%) 농가가 가장 많았으나, 방역을 전혀 실시 않는 농가도 5.2%나 되는 것으로 조사되어 방역의 중요성 인식과 최적 방역 프로그램 개발이 더욱 요구된다. 따라서 아직도 열악한 환경에서 사육하는 우리나라 한우농가는 악취, 우사바닥, 송풍, 온도, 방역시스템 등과 같은 사육환경 관리시스템이 효율적으로 구축되어야 할 것으로 생각된다.

• Computers and Concrete
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• 제21권5호
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• pp.495-504
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• 2018

The possibility of earthquakes in vulnerable regions indicates that efficient technique is required for seismic protection of buildings. During the recent decades, the concept is moving towards the insertion of base isolation on seismic prone buildings. So, investigation of structural behavior is a burning topic for buildings to be isolated in base level by bearing device. This study deals with the incorporation of base isolation system and focuses the changes of structural responses for different types of Lead Rubber Bearing (LRB) isolators. A number of sixteen model buildings have been simulated selecting twelve types of bearing systems as well as conventional fixed-base (FB) scheme. The superstructures of the high-rise buildings are represented by finite element assemblage adopting multi-degree of freedoms. Static and dynamic analyses are carried out for FB and base isolated (BI) buildings. The dynamic analysis in finite element package has been performed by the nonlinear time history analysis (THA) based on the site-specific seismic excitation and compared employing eminent earthquakes. The influence of the model type and the alteration in superstructure behavior of the isolated buildings have been duly assessed. The results of the 3D multistory structures show that the lateral forces, displacement, inertia and story accelerations of the superstructure of the seismic prone buildings are significantly reduced due to bearing insertion. The nonlinear dynamic analysis shows 12 to 40% lessening in base shear when LRB is incorporated leading to substantial allowance of horizontal displacement. It is revealed that the LRB isolators might be potential options to diminish the respective floor accelerations, inertia, displacements and base shear whatever the condition coincides. The isolators with lower force intercept but higher isolation period is found to be better for decreasing base shear, floor acceleration and inertia force leading to reduction of structural and non-structural damage. However, LRB with lower isolator period seems to be more effective in dropping displacement at bearing interface aimed at reducing horizontal shift of building structure.