• 한국산업융합학회 논문집
• /
• 제13권3호
• /
• pp.161-168
• /
• 2010

Recently, bridges have been momenttous as not only regarding function but also concerning aesthetics. However, when beauty is considered in the bridge, it is also essential that stability and economics be considered. Besides, when considering stability, an arch bridge is one of the most stable structures. The most important element is a rise ratio when regarding beauty and economics of arch bridges. The effect of dead load and DB24 load have been considered to decide proper rise ratio. Therefore, in this study, examined the value of moment, displacement and member forces, in the variation of the rise ratio of arch bridges. The most optimum shape of Nielsen arch bridges has determined by analyzing member forces, moments and displacement with parameters of rise ratio and angle of vertical members. By comparison between values, the hanger types have been also considered to derive the optimum shape of Nielsen arch bridge.

• Earthquakes and Structures
• /
• 제16권6호
• /
• pp.743-755
• /
• 2019

In this paper, a new system of seismic isolation for buildings - called suspended columns - is introduced. In this method, the building columns are placed on the hinged cradle seats instead of direct connection to the foundation. In this system, each of the columns is put on a seat hung from its surrounding area by a number of cables, for which cavities are created inside the foundation around the columns. Inside these cavities, the tensile cables are hung. Because of the flexibility of the cables, the suspended seats vibrate during an earthquake and as a result, there is less acceleration in the structure than the foundation. A Matlab code was written to analyze and investigate the response of the system against the earthquake excitations. The findings showed that if this system is used in a building, it results in a significant reduction in the acceleration applied to the structure. A shear key system was used to control the structure for service and lateral weak loads. Moreover, the effect of vertical acceleration on the seismic behavior of the system was also investigated. Effect of the earthquake characteristic period on the system performance was studied and the optimum length of the suspension cables for a variety of the period ranges was suggested. In addition, measures have been taken for long-term functioning of the system and some practical feasibility features were also discussed. Finally, the advantages and limitations of the system were discussed and compared with the other common methods of seismic isolation.

• Smart Structures and Systems
• /
• 제23권5호
• /
• pp.507-520
• /
• 2019

In the structural health monitoring field, damage detection has been commonly carried out based on the structural model and the engineering features related to the model. However, the extracted features are often subjected to various errors, which makes the pattern recognition for damage detection still challenging. In this study, an automated damage identification method is presented for hanger cables in a tied-arch bridge using a convolutional neural network (CNN). Raw measurement data for Fourier amplitude spectra (FAS) of acceleration responses are used without a complex data pre-processing for modal identification. A CNN is a kind of deep neural network that typically consists of convolution, pooling, and fully-connected layers. A numerical simulation study was performed for multiple damage detection in the hangers using ambient wind vibration data on the bridge deck. The results show that the current CNN using FAS data performs better under various damage states than the CNN using time-history data and the traditional neural network using FAS. Robustness of the present CNN has been proven under various observational noise levels and wind speeds.

• Earthquakes and Structures
• /
• 제19권1호
• /
• pp.17-28
• /
• 2020

In this paper, a modified and improved seismic isolation system called suspension columns for seismic isolation was investigated. An experimental study of the proposed isolation method, together with theoretical and numerical analyses, has thoroughly been conducted. In the proposed method, during the construction of the foundation, some cavities are created at the position of the columns inside the foundation and the columns are placed inside the cavities and hanged from the foundation by flexible cables rather being directly connected to the foundation. Since the columns are suspended and due to the gap between the columns and walls of the cavities, the structure is able to move freely to each side thus, the transmitted seismic actions are reduced. The main parameter of this isolation technique is the length of the suspension cable. As the cable length is changed, the natural frequency of the structure is also changed, thus, the desired frequency can be achieved by means of an appropriate cable length. As the experimental phase of the study, a steel frame structure with two floors was constructed and subjected to the acceleration of three earthquakes using a shaking table with different hanging cable lengths. The structural responses were recorded in terms of acceleration and relative displacement. The experimental results were compared to the theoretical and numerical ones, obtained from the MATLAB programming and the finite element software ABAQUS, showing a suitable agreement between them. The results confirm the effectiveness of the proposed isolation method in reducing the seismic effects on the structure.

• 한국의류산업학회지
• /
• 제2권4호
• /
• pp.331-338
• /
• 2000

To study on the actual condition of care label attached to clothing and consumers' perception, 250 summer clothes sold at department store-blouse, trousers, one-piece dress, knit cardigan and skirt-were investigated during July 2000. In addition, a questionnaire was administered to 192 women in Taegu during August. The fiber contents of surveyed clothes were polyester 100% & polyester blend (26%), rayon 100% & rayon blend (18%), cotton 100% & cotton blend (17%), wool 100% & wool blend (14%) and others. All clothes surveyed were attached care label and the signals showed on care labels were 4~6 kinds about cleaning, squeezing, drying, bleaching, and ironing methods. 92% of clothes had to be dry-cleaned and only 8% could be wet-cleaned. Considered the surveyed clothes were for summer which needs frequent washing and the clothing items, the number of clothes had to dry-cleaned were too many. The bleaching instructions were no chlorine bleach (74%), no bleaching (21%) and others. The ironing instructions were cool ironing ($80{\sim}120^{\circ}C$) with cover (24%) and warm ironing ($140{\sim}160^{\circ}C$) with cover (69%) primarily. The drying instructions was dry on a hanger in the shade (54%) and 38% had no signal or incorrect signal. The properties of summer clothes considered important by consumers were wrinkled hardly, hand-washable, machine-washable, needed no iron and etc. Actually most of summer clothes were hand or machine-washed. Also, the majority of respondents felt inconvenient to have to dry-clean summer clothes. More than 80% respondents looked over care label and fiber content label before buying clothes. However most of respondents did not followed that instructions exactly and thought care label instructions were not correct. Considered this results, the suppliers have to make efforts to attach correct and appropriate care label which furnish the correct information to consumers.

• 대한기계학회논문집B
• /
• 제36권11호
• /
• pp.1099-1104
• /
• 2012

본 연구에서는 새로운 후방요추간체의 고정재로서 뼈에 나사를 삽입고정하지 않고 후방요추간체에 걸어 시술하는 형상기억합금을 이용한 오메가형 스프링 유동적 고정재의 기계적 변형특성을 평가하였다. 사용된 오메가와형 스프링 고정재에 대해 인장, 압축, 동적피로시험을 실시하였다. 또한, 기존에 시판 중인 후방요추간체에 나사를 삽입하여 시술되는 나선형 스프링 유동적 고정재와 함께 유한요소방법을 이용하여 허리를 굽힐 때 가해지는 굽힘에 대한 변형해석을 실시하였다. 오메가형 스프링 고정재의 양단 고리중심간 거리가 60 mm인 시편의 평균 극한 인장하중은 3981.7 N, 평균 극한 압축하중은 535.6 N으로 나타났으며, 5 Hz의 반복주기로 10 N/1N의 압축피로하중을 가할 경우 5백만회 반복하는 동안 파단 없이 8~9 mm의 압축변위가 발생하였다. FEA 결과에서 보면 오메가형 스프링 고정재가 나선형 스프링 고정재보다 허리 굽힘에 대해 유연한 변형특성을 보였다.

• Archives of Plastic Surgery
• /
• 제41권5호
• /
• pp.562-570
• /
• 2014

Background Knee disarticulations (KD) are most commonly employed following trauma or tumor resection but represent less than 2% of all lower extremity amputations performed in the United States annually. KDs provide enhanced proprioception, a long lever arm, preservation of adductor muscle insertion, decreased metabolic cost of ambulation, and an end weight-bearing stump. The role for KDs in the setting of arterial insufficiency or overwhelming infection is less clear. The purpose of this study is to describe technique modifications and report surgical outcomes following KDs at a high-volume Limb Salvage Center. Methods A retrospective study of medical records for all patients who underwent a through-knee amputation performed by the senior author (C.E.A.) between 2004 and 2012 was completed. Medical records were reviewed to collect demographic, operative, and postoperative information for each of the patients identified. Results Between 2004 and 2012, 46 through-knee amputations for 41 patients were performed. The mean patient age was 68 and indications for surgery included infection (56%), arterial thrombosis (35%), and trauma (9%). Postoperative complications included superficial cellulitis (13%), soft tissue infection (4%), and flap ischemia (4%) necessitating one case of surgical debridement (4%) and four transfemoral amputations (9%). 9 (22%) patients went on to ambulate. Postoperative ambulation was greatest in the traumatic cohort and for patients less than 50 years of age, P<0.05. Alternatively, diabetes mellitus and infection reduced the likelihood of postoperative ambulation, P<0.01. Conclusions Knee disarticulations are a safe and effective alternative to other lower extremity amputations when clinically feasible. For patient unlikely to ambulate, a through-knee amputation maximizes ease of transfers, promotes mobility by providing a counterbalance, and eliminates the potential for knee flexion contracture with subsequent skin breakdown.

• 콘크리트학회논문집
• /
• 제14권4호
• /
• pp.492-502
• /
• 2002

게르버보의 댑단부는 PCI와 CPCI 배근방법에 의하여 설계하였고, 남은 두 단부는 본 연구에서 고려한 배근방법으로 배근하였다. 본 실험에서 고려한 댑단부의 깊이는 프리캐스트 콘크리트의 깊이 77 cm와 토핑콘크리트의 깊이 18.2 cm를 합한 전체 보깊이의 1/2에 해당한다. 실물크기 게르버 U형보 2개에 대하여 4회의 전단실험을 수행하였다. PCI와 CPCI 설계방법에 의한 모든 시험체는 사용하중의 32 % 이전에 댑 모서리 요각부위에서 초기균열이 발생하였으며, 예상 공칭강도에는 못 미치나 설계강도를 상회하여 종국 파괴되었다. 걸이 철근량을 PCI 요구량보다 증가시킬수록 초기균열 제어에 효과적이었으며, 폭 넓은 균열을 발생시키며 연성적으로 파괴되었고 강도도 증가하였다. CPCI 설계방법에 의한 시험체는 PCI시험체에 비하여 보다 연성적으로 파괴되었다.

• 복식
• /
• 제58권9호
• /
• pp.51-67
• /
• 2008

The purpose of this study is to investigate men's coat of Jikryeongkoim style that were excavated from the tombs of the Yeosan Song family. Findings of the study can be summarized as follows. Except Dapho, all of the above mentioned coat were usually worn in the late 15th and late 16th centuries. Jikryeong and Cheolik were often worn in both of the centuries. But Aekjureum was often worn in the late 15th century and Jikryeong with no side hem and Jikryeong of Dopo style, in the late 16th century. Generally, the men's coat of Jikryeongkoim style had a short fore part and a long rear part, doubled kalgit of banmokpan style and a narrow sleeve in the late 15th century, while fore and rear parts of the same length, kalgit of ordinary style and the sleeve of bean chaff shape in the late 16th century. In both of the centuries, the coat had the outer Seop that was doubled and used short, narrow coat strings to be adjusted. Samgakmu was used to Jikryeong with no side hem and Aekjureum. Out of the coat, those which were lined or padded or quilted with cotten used Samgakmu, but those which were unlined didn't. To adjust the coat, usually, a pair of short, narrow coat strings was used. The coat had the coat strings directly stitched on them or indirectly connected to them by means of the coat string hanger.

• 한국구조물진단유지관리공학회 논문집
• /
• 제14권2호
• /
• pp.113-120
• /
• 2010

장대 아치교 설계 시 시공단계와 완성단계에서 발생할 수 있는 문제에 대하여 검토하고 있으나 케이블 손상에 대한 구조안전성 평가는 매우 미흡한 실정이다. 따라서 본 연구는 공용 중 충돌사고로 인한 행어 파단 시 교량의 구조안전성을 분석하는 것을 연구 목적으로 한다. 이를 위하여 행어 파단에 따른 하중을 충격함수로 이상화하여 동적 해석을 수행하였다. 행어가 파단 되었을 경우 각 행어의 최대 장력은 파단된 행어와 인접한 행어에서 발생한 것으로 나타났으며 정적 하중보다 동적 하중에서 크게 나타났다. 그러므로 장대 아치교의 구조안전성을 확보하기 위해 행어 파단에 따른 충격하중을 동적 하중으로 고려한 해석이 필요하다. 또한 본 연구의 해석 방법 및 결과는 이후 아치교 설계 시 참고자료로 활용될 수 있다.