• Title/Summary/Keyword: 연구소 건축

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Improvement of CSVR used for Flood Damage Estimation based on Insurance Claim DB (침수피해액 추정을 위한 CSVR의 보험 Claim DB 기반 개선)

  • Baek, Chun Woo;Roh, Jin Yong;Lee, You Me;Park, Hong Gyu;Bae, Young Soo
    • Proceedings of the Korea Water Resources Association Conference
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    • 2019.05a
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    • pp.193-193
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    • 2019
  • 기후변화로 인한 거대 자연재해 발생의 위험이 지속적으로 증가하고 있으며, 국외의 경우 주요정부기관, 보험사 및 연구기관 중심으로 자연재해 피해예측 모델을 개발하여 사용하고 있다. 침수사고 인한 피해는 건물은 물론이고 가재도구, 재고자산, 기계시설 등의 내용물에서도 발생하며, 건축물 신축단가 등을 이용해 비교적 쉽게 자산가치를 산정할 수 있는 건물구조물과 다르게, 건물내용물의 자산가치는 시설물의 업종, 용도, 사용자 특성 등에 따라 변동성이 큰 특징이 있다. 내용물의 피해액 추정을 위해 자연재해 피해예측 모델은 건물 구조물과 내용물 가치의 비율인 CSVR(Contents to Structure Value Ratio)을 사용하며, CSVR은 시설물 용도에 따른 자산가치평가 통계를 이용해 산정할 수 있다. 충분한 자산가치평가 DB를 확보할 경우 CSVR의 정확도 확보가 가능할 것이며, 이를 위해 국내에서는 민간보험사의 재물보험 계약 4만여건의 건물, 내용물 보험가입금액을 행정안전부 도로명전자지도에서 분류하는 건물 용도에 따라 분석한 연구결과가 있다. 하지만, 일반적으로 보험가입단계에서 대략적으로 추정하는 보험가입금액과 실제 자산의 가치는 차이가 있을 수 있지만, 보험가입물건의 실제 자산가치는 일부만 DB화 되어 있는 단점이 있다. 본 연구에서는 사고 발생 후 작성되는 손해사정보고서에서 평가한 정확한 자산가치 DB를 수집하여, 보험가입금액을 기준으로 산정한 CSVR의 결과와 비교하였다. 손해사정보고서에서 평가한 실제 자산가치를 기준으로 분석한 CSVR과 보험가입금액을 기준으로 산정한 CSVR은, 업종에 따라 유사하거나 큰 차이를 보이는 경우도 있었으며, 침수로 인한 정확한 피해액 추정을 위해서는 보다 양질의 DB확보를 통한 CSVR의 정확도 확보가 필요한 것으로 분석되었다.

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Effect of Chlorine Content in Clinker on Setting and Compressive Strength of Early Strength Cement (클링커 염소 함량이 조강형 시멘트의 응결 및 압축강도에 미치는 영향)

  • Jae-Won Choi;Byoung-Know You;Dong-Kyun Seo;Kyoung-Seok Kim;Min-Cheol Han
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.11 no.3
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    • pp.218-225
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    • 2023
  • In this study, we examine the feasibility of using chlorine in clinker as an early-strength cement by the effect of accelerating the cement hydration reaction of chlorine. Clinker with a chlorine content of 200-1,000 ppm was prepared using actual cement kilns, and 46 cement samples were prepared by adding gypsum and admixtures(GGBFs and limestone). We measured consistency, setting, 1-28 days compressive strength and analyzed them statistically. Test results indicated that an increase of the chlorine content resulted in shortening of initial and final setting time and the improvement of 1 day compressive strength. But the 28 days compressive strength was decreased. Specifically, when the chlorine content was increased from 230 to 965 ppm, the 1 day compressive strength increased up to 4.6 MPa, improvement effect was superior to that of increasing Blaine in the range of 3,400-3,970 cm2/g.

Application of Parameter-setting Free Method for Multi-objective Optimal Design of Water Distribution Systems (상수관망 다목적 최적설계를 위한 매개변수 자동보정 기법의 적용)

  • Choi, Young Hwan;Lee, Ho Min;Yoo, Do Guen;Choi, Ji Ho;Kim, Joong Hoon
    • Proceedings of the Korea Water Resources Association Conference
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    • 2015.05a
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    • pp.209-209
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    • 2015
  • 상수도 관망은 대표적인 사회기반시설로 수원으로부터 수용가에 이르기까지 안정적으로 유량을 공급하는 것을 목표로 한다. 상수도 관망의 최적설계는 요구되는 절점의 수압, 관로의 유속 등 수리학적 제약조건을 만족시키는 범위 안에서 비용을 최소화하는 설계안을 얻어내는 것을 목표로 시작하였다. 하지만 비용만을 고려한 과거의 상수도 관망 최적설계는 미래의 불확실한 조건에 매우 취약하고, 사용자의 다양한 요구를 충족시키지 못한다. 이 때문에 현대의 상수도 관망의 설계시 다양한 설계인자의 고려와 함께 효율적인 최적설계기법 적용의 필요성이 대두되고 있다. 따라서 본 연구에서는 상수도 관망 최적설계에 다양한 설계인자를 동시에 고려하기 위해 다목적 최적 설계기법인 Multi-objective Harmony Search 알고리즘을 적용하였다. 또한 다목적 최적설계의 효율성 증대를 위하여 매개변수 자동보정 기법 중 하나인 Parameter-Setting-Free (PSF) 기법(Geem and Sim, 2010)을 사용하였다. PSF 기법은 최적화 알고리즘의 매개변수 설정의 번거로움을 없애고, 반복수행을 통한 해 탐색이 진행됨에 따라 가장 효율적으로 작용하는 매개변수를 자동으로 설정하여 탐색효율을 강화하도록 고안된 기법이다. 본 연구에서는 제안된 기법을 실제 상수도관망의 최적설계에 적용하였고 그 결과를 분석하였다. 그 결과 제안된 기법을 통해 관망의 비용을 포함한 다양한 설계인자를 동시에 만족시키는 최적설계안을 효과적으로 도출 할 수 있었으며, 매개변수 자동보정 기법의 적용을 통해 해 탐색의 효율성과 편의성을 향상시킬 수 있었다.

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Determination of Optimal LID Location Considering Runoff and Pollutant Load (우수유출량 및 오염부하량을 고려한 LID 최적위치 결정)

  • Jun, Sang Hoon;Lee, Eui Hoon;Kwon, Soon Ho;Jo, Deok Jun;Kim, Joong Hoon
    • Proceedings of the Korea Water Resources Association Conference
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    • 2017.05a
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    • pp.480-480
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    • 2017
  • 급격한 도시화 및 산업화는 주차장, 건물 및 도로 등 유역의 불투수 면적을 증가시켜 강우에 의한 침수피해 및 비점오염원에 따른 하천의 수질오염을 유발하고 있다. 최근 국내에서는 이러한 문제점을 개선하기 위해 유출저감 시설인 저영향개발 (Low Impact Development, LID)을 도입하여 연구를 진행하고 있다. LID 기술은 우수의 침투 및 저류를 통해 도시화에 따른 영향을 최소화하여 개발 이전의 토지 상태에 최대한 가깝게 만들기 위한 도시개발 기법이다. 대표적인 LID 요소기술로는 옥상녹화, 투수성포장 및 생태저류장치 등이 있으며 도로변, 건물주변, 건물옥상 등에 설치되어 강우유출량과 비점오염물질의 오염부하량을 저감시키는 역할을 한다. 본 연구에서는 안양천에 위치한 가산 1 빗물펌프장 유역에 LID 기법을 적용하였으며, LID 요소기술은 옥상녹화 및 투수성포장으로 선정하였다. LID의 설치위치를 변경하여 적용시키면서 유출지점에서의 우수유출량 및 오염부하량을 산정하고 이를 최대로 저감시킬 수 있는 최적위치를 결정하였다. 최적위치에 LID를 설치하였을 때 우수유출량은 옥상녹화의 경우 약 2.20 %, 투수성포장의 경우 약 2.28 %의 저감효과를 나타내었다. 또한, 오염부하량은 두 가지 경우에서 약 4.74 %의 저감효과를 나타내었다. 최적위치를 결정하는 과정에서 우수유출량과 오염부하량의 저감효과가 서로 독립적으로 거동한다는 것을 확인할 수 있었다. 추후 연구에서는 LID 요소기술을 복합적으로 설치한 경우의 저감효과에 대한 분석이 필요할 것으로 판단된다.

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Flip Side of Artificial Intelligence Technologies: New Labor-Intensive Industry of the 21st Century (4차 산업혁명시대의 디지털 경공업)

  • Heo, Seokjae;Na, Seunguk;Han, Sehee;Shin, Yoonsoo;Lee, Sanghyun
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.34 no.5
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    • pp.327-337
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    • 2021
  • The paper acknowledges that many human resources are needed on the research and development (R&D) process of artificial intelligence (AI), and discusses on factors to consider on the current method of development. Enfin, in order to enhance efficiency of AI development, it seems possible through labour division of a few managers and numerous ordinary workers as a type of light industry. Thus, the research team names the development process of AI, which maximizes production efficiency by handling digital resources named 'data' with mechanical equipment called 'computer', as digital light industry of fourth industrial era. As experienced during the previous Industrial Revolution, if human resources are efficiently distributed and utilized, digital light industry would be able to expect progress no less than the second Industrial Revolution, and human resources development for this is considered urgent.

Effects of Steel Fiber Properties on Compressive and Flexural Toughness of Steel Fiber-Reinforced Concrete (강섬유의 특성이 강섬유보강 콘크리트의 압축 및 휨 인성에 미치는 영향)

  • Lim, Dong-Gyun;Jang, Seok-Joon;Jeong, Gwon-Young;Youn, Da-Ae;Yun, Hyun-Do
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.23 no.3
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    • pp.43-50
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    • 2019
  • Effects of tensile strength and aspect ratio of steel fiber on compressive and flexural behavior of steel fiber-reinforced concrete (SFRC) with high- and normal-strength were investigated. Also, this study explores compressive behavior of SFRC with different loading rate. For this purpose, four types of steel fiber were used for SFRC with specified compressive strength of 35 and 60 MPa, respectively. Cylindrical specimens with a diameter of 150 mm and height of 300 mm were made for compression test, and prismatic specimens with a $150{\times}150mm$ cross-section and 450 mm span length were made for flexural test. Test results from compression and flexural tests indicated that the toughness of concrete significant increased with steel fibers. Especially, using steel fiber with high tensile strength and aspect ratio can be lead to performance improvement of high-strength SFRC. In this study, equations are suggested to predict compressive toughness ratio of SFRC from flexural toughness ratio.

Structural Performance of Beam-to-Column Joint Types in Dapo-style Buildings of the Joseon Dynasty (조선시대 다포계 건축물의 결구형태별 구조성능 평가)

  • Yoon, Jeong-Hoon;Choi, Yun-Chul;Lee, Eun-Jin
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.23 no.4
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    • pp.8-14
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    • 2019
  • In Korean traditional wooden architecture, joint performance varies with the material characteristics of timber, the form of joint, the precision of timber-trimming and the like. Case studies prove that the beam-to-column joint type has large influence on the degrees of deformation and spacing. This is not only true of single-story buildings, but also of large-scale multi-story buildings more apparently. Therefore, this study followed the process of examining to joint types, producing their specimens and testing their structural performance. As a consequence of structural test, the dovetail joint specimen showed the best outcomes of the maximum load and rigidity. Synthesizing the structural performances by respective forms of joints, the Doraegeoji dovetail joint specimen showed the higher performance, followed in order by the Doraegeoji mortise joint specimen and the Tongneoko dovetail joint specimen. The structural performance of a building varies with the characteristics by the shouldering forms of penetrating beams and with the joint types within the columns. This should be considered for the new construction or restoration of multi-story buildings, and be continuously researched henceforth.

Dendrochronological Dating for the Gwanghanru Pavilion, Namwon, Korea (남원 광한루 목부재의 연륜연대 분석)

  • Park, Won-kyu;Kim, Yo-jung;Han, Sang-hyo
    • Korean Journal of Heritage: History & Science
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    • v.47 no.1
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    • pp.152-163
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    • 2014
  • In this study, Gwanghanru Pavilion (Namwon-si, Cheonbuk Province) was dated by tree rings of pines (Pinus densiflora Sieb. et Zucc., 'sonamu' in Korean). The present Gwanghanru Pavilion is composed of three parts: main, wing and entrance parts. The main part is known to have been built in 1626 and the entrance hall in 1879, but the date of construction of the wing part is still unknown. We dated a total of 55 wood samples which were replaced during the repair process in 2001~2002. Tree-ring dates indicated that both main and wing parts were built in 1626. Tree rings also revealed that the entrance hall was constructed in 1880~1881, and both main and wing parts were heavily repaired together while appending the entrance hall. In conclusion, dendrochronology, i.e., tree-ring dating, was a useful and accurate method to identify the critical dates-such as the dates of original construction, reconstruction, repairs and extensions-for the history of Korean traditional buildings.

Multi-Family Housing Block Design Strategy Development by BIM-based Energy Performance Analysis - focusing on the Block Types and the Variations in Stories - (BIM 기반 에너지성능분석을 통한 공동주택의 주동 설계 전략개발 - 주동타입 및 층수 변화를 중심으로 -)

  • Jun, Jae-Hong;Park, hye-Jin;Lee, Kweon-Hyung;Choo, Seoung-Yeon
    • Journal of the Architectural Institute of Korea Planning & Design
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    • v.34 no.2
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    • pp.3-11
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    • 2018
  • Korea has achieved a rapid economic development and with the increase in population and national income and the expansion of social and economic activities, energy consumption has rapidly increased too. Energy consumption per head has constantly increased and currently, power consumption per head is 7.5 times bigger than in 1985. Buildings occupy 25% of total energy consumption and especially, 50% of total energy is consumed for heating and cooling. In this situation, multi-family housing, which has constantly been increased, has an energy saving rate of 1.9%, which is the lowest level and this makes the government's energy policy for sustainable energy system development useless. Besides, energy consumption leads to secondary problems, such as air, water and marine pollution and heat pollution and wastewater/drainage and the increased use of fossil fuel is a fundamental reason for ozone layer destruction and global warming. Therefore, efficient energy consumption plans are required. This study aims to analyze energy performance in each block type of high-rise and diversified multi-family housing that accounts for 60% of all the housing forms, depending on the variations in stories through BIM-based energy simulation. For this study, four representative block types were selected, based on the multi-family floor plan, which is certified for energy performance evaluation and they were applied to the floor plan of a multi-family house that is scheduled to be built. Then BIM modeling was conducted from the fifth story to the 40th story at an intervals of 5 stories and based on the finding, energy characteristics of each block type and energy performance depending on the variations in stories were analyzed. It is considered that this would serve as objective data for block type and block story decision of energy performance-based multi-family housing.

A Study on the Design Method of Zero Energy Building considering Energy Demand and Energy Generation by Region (지역별 에너지 소요량과 생산량을 반영한 제로에너지건축물의 설계 방안에 관한 연구)

  • Lee, Soon-Myung;Lee, Tae-Kyu;Kim, Jeong-Uk
    • Journal of the Architectural Institute of Korea Planning & Design
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    • v.34 no.8
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    • pp.13-22
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    • 2018
  • The purpose of this study was to consider the energy generation of the building as well as the energy demand of the building in terms of zero energy building design. The reason why the zero energy building viewpoint should be discussed is that direction of the building, heat transfer rate of the building, and the S/V ratio of the building are variables related to energy demand and solar panels installed on the building roof and building envelope are variables related to energy generation. This study proceeded as follows; Firstly, the simulation model of large office and elementary school has the same mutual volume and total floor area, and the each floor area and number of floors are adjusted so that the S/V ratio is different. To the next, the energy demand and energy generation of the simulation model were derived based on the meteorological data of Seoul, Daejeon, Busan. Finally, energy demand, energy generation, and final energy demand were compared with heat transfer rate, S/V ratio, building type, region, and orientation. The results of this study is that consideration of solar power generation in terms of energy generation should be taken into consideration at the same time in consideration of the heat transfer rate, the shape, the region and the direction of the zero energy building design.