• 제목/요약/키워드: exterior measure condition

검색결과 9건 처리시간 0.024초

FDS를 이용한 외장재의 수직 확산 화재의 모델링에 관한 연구 (A Study on the Modeling of Vertical Spread Fire of Exterior Panel by Fire Dynamic Simulation (FDS))

  • 민세홍;윤정은
    • 대한안전경영과학회지
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    • 제11권2호
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    • pp.77-85
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    • 2009
  • Considering heat insulation and beautiful sight of construction, making use of exterior panels is increasing. Recently the exterior panels now are weak very much, and so in consequence of the weakness fire spreads rapidly. Compared with internal fire, external vertical fire spread rate goes rapidly and it is extensive in spread range, therefore it is dangerous very much. Accordingly, under present condition of poor standard of exterior panels, it is required to take measure to meet the appropriate situation. In this study, by making use of FDS(Fire Dynamic Simulation) program about external vertical fire of high rise building, fire behavior is searched by computer. It is important that realizing by computer fire modeling about external vertical fire must be included certainly in procedure of fire performance design in the future. In modeling program, FDS version 5 is available, and aluminium composite panel is applied in external panels. In this study, for realizing of actual fire condition, FDS is applied by details of fire scenarios considering influence of wind.

하절기, 석재 모형돔의 외피 유형별 실내환경 요소에 관한 연구 (A study on indoor environmental elements of the granite model dome in different envelope materials during summer season)

  • 공성훈
    • 설비공학논문집
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    • 제11권6호
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    • pp.898-902
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    • 1999
  • During summer season, the weather condition of Korea is hot and humid. So humidity elements are very important relating to building envelope condition. The purpose of this investigation is to measure and analyze characteristics of summer's environmental elements such as relative humidity, dry bulb temperature and air velocity in the clay/cement envelope materials using a granite dome model. According to the variation of exterior humidity, the state of interior relative humidity for clay model has an equal tendency, although a little range of variation is shown in comparison to the cement model.

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ON SOME UNBOUNDED DOMAINS FOR A MAXIMUM PRINCIPLE

  • CHO, SUNGWON
    • 한국수학교육학회지시리즈B:순수및응용수학
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    • 제23권1호
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    • pp.13-19
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    • 2016
  • In this paper, we study some characterizations of unbounded domains. Among these, so-called G-domain is introduced by Cabre for the Aleksandrov-Bakelman-Pucci maximum principle of second order linear elliptic operator in a non-divergence form. This domain is generalized to wG-domain by Vitolo for the maximum principle of an unbounded domain, which contains G-domain. We study the properties of these domains and compare some other characterizations. We prove that sA-domain is wG-domain, but using the Cantor set, we are able to construct a example which is wG-domain but not sA-domain.

터널스캐닝 시스템을 이용한 외관조사 품질개선에 관한 연구 (A Study of Quality Improvement of the Exterior Inspection Using Tunnel Scanning System)

  • 지기환;정재민;홍사장;김수언
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2004년도 추계학술대회 논문집
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    • pp.234-239
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    • 2004
  • Recently, the tunnel structures are increasing. And the tunnels are to be large diameter tunnel and long. Therefore, inspection, repair, and maintenance of tunnels are an extremely important part of infrastructure management, with particular technical and safety considerations arising from the very nature of underground construction. To inspect surface state of tunnels, concrete structures, it must generally use method of conventional visual inspection, but this method is very not objective. To measure the width, length, position, direction of a crack, it is very difficult, when the tunnel is long span and high rise. Thus, to make up for this demerits, in this paper is proposed the Tunnel Scanning System that we can check conditions of the tunnel structures quickly, detect the detailed data objectively, count automatically the width of a crack by the original software and follow the trend of long tenn changes in the condition of a tunnel.

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철강 재료의 2축 비등방향 잔류응력 평가를 위한 연속압입시험의 최적조건 선정 (Optimum Selection of the Advanced Indentation Technique for the Evaluation of Non-equip-biaxial Residual Stress in Steel Materials)

  • 유승종;김주현;박주승;권동일
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2005년도 춘계학술대회 논문집
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    • pp.1774-1779
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    • 2005
  • Most of materials receive force in using, therefore, the characteristics of materials must be considered in system design not to occur deformation or destruction. Mechanical properties about materials can be expressed as responsible level of material itself under the exterior operation. Main mechanical properties is strength, hardness, ductility and stiffness etc. Currently, among major measure facilities to measure such mechanical properties, advanced indentation technique has focused in industrial areas as reason of nondestructive and easy applications for mechanical tensile properties and evaluation of residual stress of materials. This study is to find the optimum experimental condition about residual stress advanced indentation technique for accurate analysis of the welded joint of steel materials through indentation load-depth curve obtained from cruciform specimen experiment. Optimum selection was applied to the welded joint of real steel materials to give non-equi-biaxial stress state and compared with general residual stress analyzing method for verification.

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연속압입시험의 최적조건 선정을 통한 철강재료의 용접부 잔류응력 평가 (The Evaluation of Residual Stresses in the Welded Joint of Steel Materials by the Optimum Selection of the Advanced Indentation Technique)

  • 유승종;김주현
    • 한국정밀공학회지
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    • 제24권2호
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    • pp.118-126
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    • 2007
  • Most of materials receive forces in use so that the characteristics of materials must be considered in system design to prevent deformation or destruction. Mechanical properties of materials can be expressed as responsible level of material itself under the exterior operation. Main mechanical properties are strength, hardness, ductility and stiffness. Currently, among major measure facilities to measure the mechanical properties, advanced indentation technique has important use in industrial areas due to nondestructive and easy applications for mechanical tensile properties and evaluation of residual stress of materials. This study is to find the optimum experimental condition about residual stress advanced indentation technique for accurate analysis of the welded joint of steel materials through indentation load-depth curve obtained from cruciform specimen experiment. Optimum selection was applied to the welded joint of real steel materials to find out non-equi-biaxial stress state and the results were compared with general residual stress analyzing method fur verification.

친환경 황토벽체의 차음성능 평가에 관한 연구 (The sound insulation performance of eco-friendly loess brick wall)

  • 이태강;김율;송국곤;김선우
    • KIEAE Journal
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    • 제9권6호
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    • pp.13-18
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    • 2009
  • Korean traditional houses have been developed in harmony with natural environment and comfortable indoor condition by using the natural resources including building layout, space composition and materials. Originally Korea traditional architectures have used wood lintel constructions and loess walls through the many years. Theses loess have many strength such as highly heat capacity, controling of humidity, a deodorant than any other materials. Nowaday it is recommended to use exterior and interior walls in loess wall to meet the eco-friendly materials to improve our residental environmental. Thus this study aims to research the sound insulation performance of traditional loess brick wall varied with thickness, thermal insulation materials and cavity wall. The sound insulation performance of these loess walls are compared with other masonry wall's and sound insulation performance of th walls were tested in anechoic laboratory to measure the sound transmission loss of these walls. The loess brick wall with 75mm thickness of cavity is shown the sound insulation performance with Rw 57 which is nearly same performances of 1B brick wall and cement 8' block wall, The improving effect of insulation materials is shown in the high frequency bandwidth. Especially, there is improving as much as 11 dB using the extruded poly stylene form(75mm) and poly ethylene film(0.7mm).

Total reference-free displacements for condition assessment of timber railroad bridges using tilt

  • Ozdagli, Ali I.;Gomez, Jose A.;Moreu, Fernando
    • Smart Structures and Systems
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    • 제20권5호
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    • pp.549-562
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    • 2017
  • The US railroad network carries 40% of the nation's total freight. Railroad bridges are the most critical part of the network infrastructure and, therefore, must be properly maintained for the operational safety. Railroad managers inspect bridges by measuring displacements under train crossing events to assess their structural condition and prioritize bridge management and safety decisions accordingly. The displacement of a railroad bridge under train crossings is one parameter of interest to railroad bridge owners, as it quantifies a bridge's ability to perform safely and addresses its serviceability. Railroad bridges with poor track conditions will have amplified displacements under heavy loads due to impacts between the wheels and rail joints. Under these circumstances, vehicle-track-bridge interactions could cause excessive bridge displacements, and hence, unsafe train crossings. If displacements during train crossings could be measured objectively, owners could repair or replace less safe bridges first. However, data on bridge displacements is difficult to collect in the field as a fixed point of reference is required for measurement. Accelerations can be used to estimate dynamic displacements, but to date, the pseudo-static displacements cannot be measured using reference-free sensors. This study proposes a method to estimate total transverse displacements of a railroad bridge under live train loads using acceleration and tilt data at the top of the exterior pile bent of a standard timber trestle, where train derailment due to excessive lateral movement is the main concern. Researchers used real bridge transverse displacement data under train traffic from varying bridge serviceability levels. This study explores the design of a new bridge deck-pier experimental model that simulates the vibrations of railroad bridges under traffic using a shake table for the input of train crossing data collected from the field into a laboratory model of a standard timber railroad pile bent. Reference-free sensors measured both the inclination angle and accelerations of the pile cap. Various readings are used to estimate the total displacements of the bridge using data filtering. The estimated displacements are then compared to the true responses of the model measured with displacement sensors. An average peak error of 10% and a root mean square error average of 5% resulted, concluding that this method can cost-effectively measure the total displacement of railroad bridges without a fixed reference.

신개념 질병 진단 및 치료 연구에 있어서의 당사슬의 생물학적 역할 (Biological Roles of the Glycan in the Investigation of the Novel Disease Diagnosis and Treatment Methods)

  • 김동찬
    • 생명과학회지
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    • 제28권11호
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    • pp.1379-1385
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    • 2018
  • 당사슬은 당단백질과 단백당에 결합하며, 일반적으로 세포의 최외각 표면에서 발견된다. O-연결 당사슬과 N-연결 당사슬은 진핵세포에 흔히 존재하는 당사슬이며 원핵세포에서도 발견된다. 세포 표면에 존재하는 당사슬과 주변에 동일한 종류의 세포막에 노출된 당사슬 결합 단백질과의 상호작용, 전혀 다른 종류의 세포와의 상호작용, 또는 질병 유발 균주와 바이러스와의 상호작용은 생물학 및 의생명과학에 있어서 질병원인물질 인식, 세포 이동, 세포간의 결합, 발생, 그리고 감염 등과 같은 과정에 있어서 매우 중요한 역할을 담당한다. 각종 질병 상황에서의 당사슬의 프로파일의 변화와 역할은 당사슬이 질병 진단 마커로 활용할 가능성을 제시한다. 이에 더하여, 기존의 많은 선행 연구들에서, 재조합 단백질 의약품에 결합된 당사슬은 재조합 단백질 의약품의 용해도, 약동역학, 약물 활성, 생체활성, 안전성을 적절하게 유지하고 결정짓는데 중요한 요소가 된다. 게다가, 암의 발생과 진전의 영향으로 인해 당사슬 가지 끝에 결합하는 시알릭산의 당질화 양상의 변화는 세포와 세포간 상호작용, 인식 그리고 면역 반응에 매우 중요한 요소로 작용한다. 본 총설에서는 당사슬의 생물학적인 기능에 대한 전반적인 이해를 돕고, 당질화 현상과 질병 진단 및 질병 치료 기법간의 상호 연관성을 간략히 설명하고자 한다. 추가적으로 혈액 내 혈청에 존재하는 당사슬의 프로파일의 변화를 분석하는 대량효능검색 방법과 이로 인해 유도되는 생화학적 작용 기작을 살펴보았다.