• 한국항공우주학회지
• /
• 제40권10호
• /
• pp.872-881
• /
• 2012

(주)쎄트렉아이는 지구관측위성의 주 탑재체로 사용될 고해상도 전자광학카메라, EOS-C Ver.3.0의 FM 개발을 완료하였다. EOS-C Ver.3.0 FM은 STM 열진공 시험 결과를 이용한 설계 최적화를 통해 STM 대비 향상된 열제어 성능을 갖도록 설계되었다. FM 개발 후, 인수(acceptance) 수준의 열진공 시험 수행을 통해 작업도(workmanship) 확인을 완료하였다. 또한 열평형 시험 결과를 이용하여 열-수치 모델에 대한 검증 작업을 수행, 열-수치 모델이 EOS-C Ver.3.0 FM의 실제 열적 특성을 잘 모사하고 있음을 확인하였다.

• 한국항공우주학회지
• /
• 제41권11호
• /
• pp.921-930
• /
• 2013

(주)쎄트렉아이는 고해상도 전자광학카메라인 EOS-D Ver.1.0의 개발 및 검증을 성공적으로 완료하였다. EOS-D Ver.1.0 시스템은 기존 EOS-C 계열 대비 향상된 공간 해상도 및 방사학적 해상도를 갖도록 설계되었다. EOS-D Ver.1.0의 열제어계는 능동 열제어 방식과 수동 열제어 방식을 혼용하여 개발되었다. 또한, 광학계 주구조물의 수분 발산 효과에 의한 비정렬 상태를 보상할 수 있도록 초점 조절장치(refocusing mechanism)를 설계하고 이를 검증하였다. 설계를 바탕으로 실제 모델을 제작, 인증 수준의 열진공 시험을 통해 설계 여유(design margin)와 작업도(workmanship)를 확인하였다. 또한 열-수치 모델(TMM)에 대한 검증 작업을 수행하여 해석 모델이 실제 모델의 열적 특성을 잘 모사하고 있음을 확인하였다.

• Advances in aircraft and spacecraft science
• /
• 제5권2호
• /
• pp.165-175
• /
• 2018

Jet Propulsion Laboratory has traditionally performed system level vibration testing of flight spacecraft. There have been many discussions in the aerospace community for more than a decade about spacecraft vibration testing benefits or lack thereof. The benefits and potential issues of fully assembled flight spacecraft vibration testing are discussed herein. The following specific topics are discussed: spacecraft screening test to uncover workmanship problems for launch dynamics environments, force- and moment-limited vibration testing, potential issues with structural frequency identification using base shake test data, and failures related to vibration shaker testing and ways to prevent them.

• 대한가정학회지
• /
• 제11권3호
• /
• pp.262-275
• /
• 1973

The aim of the present study is to explore the following two key questions on woman's attitude toward the clothing : (1) Their willingness to make their own dress at home : (2) purchasing tendencies of ready-made wear. The data were drawn through questionaires collected form 495 women in random sampling-335 housewives and 160 high school woman teachers living in Seoul. The findings are ; 1. As a whole there is no significant difference between the teachers and the housewives in their attitudes on clothing and home dressmaking. 2. Teachers and housewives alike have shown the tendency to avoid to take the trouble to make their own dresses themselves due, in large measure, to the technical difficulties of dressmarking. 3. On account of general shortcomings of ready-made clothing such as poor quality cloth, casual workmanship, inadequate assortment, unfitness of size to figure and outdated fashion, they purchase ready-made only for casual uses and really resort to tailor made for formal dresses. Since this paper is preliminary report, the accounts are to intend to be suggestive rather than conclusive, and more detailed and profound must, of course, await further empirical research.

• 한국전산구조공학회:학술대회논문집
• /
• 한국전산구조공학회 1991년도 가을 학술발표회 논문집
• /
• pp.29-32
• /
• 1991

It is well known that the fatigue damage process in composite materials is very complicated due to complex failure mechanisms that comprise debounding, matrix cracking, delamination and fiber splitting of laminates. Therefore, the residual strength, instead of a single dominant crack length, is chosen to describe the criticality of the damage accumulated in the sublaminate. In this study, two models for residual strength degradation established by Yang-Liu and Tanimoto-Ishikawa that are capable of predicting the statistical distribution of both fatigue life and residual strength have been investigated and compared. Statistical methodologies for fatigue life prediction of composite materials have frequently been adopted. However, these are usually based on a simplified probabilistic approach considering only the variation of fatigue test data. The main object of this work is to propose a fatigue reliability analysis model which accounts for the effect of all sources of variation such as fabrication and workmanship, error in the fatigue model, load itself, etc. The proposed model is examined using the previous experimental data of GFRP and it is shown that it can be practically applied for fatigue problems in composite materials.

• Structural Engineering and Mechanics
• /
• 제37권5호
• /
• pp.543-560
• /
• 2011

In structural engineering there are randomness inherently exist on determination of the loads, strength, geometry, and so on, and the manufacturing of the structural members, workmanship etc. Thus, objective and constraint functions of the optimization problem are functions that depend on those randomly natured components. The constraints being the function of the random variables are evaluated by using reliability index or performance measure approaches in the optimization process. In this study, the minimum weight of a space truss is obtained under the uncertainties on the load, material and cross-section areas with harmony search using reliability index and performance measure approaches. Consequently, optimization algorithm produces the same result when both the approaches converge. Performance measure approach, however, is more efficient compare to reliability index approach in terms of the convergence rate and iterations needed.

• Earthquakes and Structures
• /
• 제5권5호
• /
• pp.571-588
• /
• 2013

Many of the current buildings in Algeria were built in the past without any consideration to the requirements of the seismic code. Among these buildings, there are a large number of individual houses built in the 1980's by their owners. They are Reinforced Concrete (RC) frame structures with unreinforced hollow masonry infill walls. This buildings type experienced major damage in the 2003 (Algeria) earthquake, generated by deficiencies in the structural system. In the present study, special attention is placed upon examining the vulnerability of RC frame houses. Their situation and their general features are investigated. Observing their seismic behavior, structural deficiencies are identified. The seismic vulnerability of this type of buildings depends on several factors, such as; structural system, plan and vertical configuration, materials and workmanship. The results of the vulnerability assessment of a group of RC frame houses are presented. Using a method based on the European Macroseismic Scale EMS-98 definitions, presented in previous studies, distribution of damage is obtained.

• Steel and Composite Structures
• /
• 제24권3호
• /
• pp.383-391
• /
• 2017

The goal of this study is to investigate structural analysis and behaviors of an innovative aerial work platform truss frame whose ductility is improved by using high strength-steel UL-700. The present space truss frame can move or stop through tunnels for maintenance constructions by automatic facilities and workmanship within standardized limited building lines of tunnel. Most of all, this method overcomes problematic, which is to block cars during construction periods, seriously, of typical methods like as using truck and scaffolds for tunnel maintenance. According to evaluated appropriate design results of space truss frames of numerical examples by using a commercial MIDAS GEN program, it is verified that design parameters such as layered size, cross-sectional size, and steel material of the present space truss frame are determined to depend on characteristics such as lanes or shape of road tunnels.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 1998년도 봄 학술발표회 논문집(I)
• /
• pp.391-396
• /
• 1998

The concrete structures are hardly ever built under ideal conditions. So many defects may occur for a various reasons such as unsuitable and defective materials, construction methods, poor workmanship, particular structural form and prevailing weather conditions. Some structural form can greatly increase the risk of occurrence of defects. Therefore we investigated the actual condition of the deterioration factors for reinforced concrete apartment, which was composed of 85 apartments with various building ages in different regions with five evaluation the deterioration factors of apartment building to establish the overall evaluation system of deterioration degree for reinforced concrete apartment in Korea.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 1996년도 봄 학술발표회 논문집
• /
• pp.328-333
• /
• 1996

Concrete can be defective for several reasons, including an inadequate design, material selection of workmanship, failure to appreciate the hazards associated with prevailing enviromental conditions. Concrete can also deteriorate or be damaged in use. Thus, it is necessary to evaluate the safety of existing concrete strucutres. On the basis of these reasons, they must be performed for repair or rehabilitation. Presently, strengthening methods of R/C structure used in Korea, are an enlargement of concrete member, strengthening with steel plate or CFRP on the R/C structure. It has been widely estabilished that strengthening effect of CFRP is superior to steel plate in terms of it's lighter unit weight and higher tensile strength. But there are no construction results of CFRP on the civil R/C structure in Korea. The strengthening design technique with CFRP, it's const겨ction, and it's strengthening effect for deteriorated R/C rahmen bridge is introduced in this paper.