• 대한조선학회논문집
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• 제29권4호
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• pp.214-226
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• 1992

현재 산업계 각 분야에서 점용접은 사용하지 않는 곳이 거의 없을 정도로 박판구조물의 소재 연결분야에 광범위하게 응용되고 있어 피 공학적 및 공업적 중요성은 증가하고 있지만 이에 대한 피로거동을 연구한 예가 거의 없어 그것에 대한 자료의 축적이 요구되고 있다. 따라서 본 연구에서는 자동차업계에서 널리 사용되고 있는 복합조직인 고장력강판(High Strength Steel Sheet, HS)과 아연도금강판(Galvanized Steel Sheet, GA)을 선택하여 각 강판간의 점용접(点熔接) 피로특성(疲勞特性)을 규명하였다. 즉 두 종류의 동종(同種) 점용접재(点熔接材)($HS{\times}HS,\;GA{\times}GAB$)와 두 종류의 이종(異種) 점용접재(点熔接材)($HS{\times}GA,\;HS{\times}GAB$)간의 단점(單点) 점용접(点熔接) 시험편(試驗片)을 제작하여 상온하에서 정적 인장시험과 편진(片振) 인장 축하중 피로시험을 실시하여 각 재질간의 정적 인장특성과 피로특성(疲勞特性)을 파괴역학적으로 규명하였다. 위의 실험을 통하여 얻어진 결과는 다음과 같다. 1. 동일 조건하에서 두 종류의 동종 및 이종 점용접재를 인장시험한 결과 강성의 차이에도 불구하고 비교적 그 차이가 적었다. 2. 저하중 장수명 영역에서는 피로균열이 너깃근처에서 생성되었지만 고하중 단수명 영역에서는 너깃에서 좀 더 멀리 떨어져 균열이 발생하였다. 3. 최대응력확대계수 Kmax와 각 용접재의 피로수명 $N_f$사이에는 거의 선형적인 관계를 나타내었고 log-log 좌표상에서 좁은 밴드내에 모였다. 이 관계는 다음과 같은 식으로 표현되었다. $Kmax=H{\cdot}{N_f}^{P}$ 여기서 H와 P는 재료상수이다.

• 대한관절경학회지
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• 제16권1호
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• pp.34-39
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• 2012

목적: 급성 전방십자인대 손상 환자에서 조기 재건술과 지연 재건술 간의 관절 강직 발생 정도와 임상적 결과를 비교하고자 하였다. 대상 및 방법: 2008년 3월부터 2010년 10월까지 급성 전방십자인대 손상 환자 중 전방십자인대 재건술을 시행한 34예를 대상으로 하였다. 수상 후 1주 이내에 재건술을 시행한 조기 재건군과 수상 후 3주에서 6주 사이에 재건술을 시행한 지연 재건군으로 나누어 수술 전까지 적극적인 관절 운동을 시행하고 술 후에 환자 스스로 운동이 가능하도록 하는 적극적인 재활 치료를 시행한 후 관절 운동 범위, Lachman 검사, pivot shift 검사, Lysholm 점수, International Knee Documentation Committee (IKDC) 점수, Tegner 활동도 점수를 이용하여 평가하였다. 결과: 최종 추시에서 Lysholm 점수는 조기 재건군 91.82점, 지연 재건군 94.83점이었고 IKDC 점수는 전례에서 B (거의 정상) 이상으로 회복되었다(P=0.217, P=0.845). Tegner 활동도 점수는 조기 재건군 6.7점, 지연 재건군 7.1점이었고 (P=0.840) 관절 운동 범위는 양군 간에 차이가 없었으며(P=0.873, P=0.873) 심부 정맥 혈전증이나 감염은 전례에서 발생하지 않았다. Lachman 검사, pivot shift 검사 결과도 양군 간에 유의한 차이는 없었다(P=0.606, P=0.118). 결론: 급성 전방십자인대 손상 환자에서 조기 및 지연 재건군 모두에서 만족할만한 임상적 결과를 얻었다. 따라서 수상 후 1주 이내에 시행하는 조기 재건술도 좋은 치료 방법의 하나로 선택될 수 있을 것이라 생각된다.

• 대한골관절종양학회지
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• 제7권2호
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• pp.51-58
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• 2001

목적 : 어린이나 혹은 성인에 생긴 대퇴부 절단술이 필요한 슬관절 주위의 악성 및 침윤성 골종양에서, 분절 절제 및 회전 성형술을 시행한 치험례를 분석하여 보고하는 바이다. 대상 및 방법 : 1988년 2월부터 1994년 6월까지 슬관절 부위의 악성 및 침윤성 골종양으로 하지 분절 절제 및 회전 성형술을 시행 받은 2 6명을 대상으로 하였으며, 추시 기간은 악성종양의 경우 평균 57(6~120)개월이었고, 평균 연령은 21.4(5~37)세였다. 26례 중 stage IIB 이상의 골육종이 18례, 활막 육종이 2례, 병적골절 또는 재발된 거대 세포종이 6례였다. 결과 : 기능적 결과는 사망 또는 절단술을 받은 4례를 제외한 22례에 대하여 Shriner's rating system에 따라 실시하였으며, 18례에서 우수, 3례에서 양호, 1례는 보통이었다. 족관절의 평균 운동범위는 $-11^{\circ}$(족배굴)~$80^{\circ}$(족저굴)였으며, 보조기 착용 후 일상 생활의 보행이 가능하였다. 국소 재발은 2례, 원격 전이는 10례에서 관찰되었다. 초기 합병증은 혈전증 3례와 패혈증 1례가 있었다. 후기 합병증은 불유합 및 지연유합이 6례, 부정 회전이 2례, 족관절의 운동제한이 1례 있었다. 결론 : 약 10세 미만의 소아에서 많은 하지 부동이나 성장에 따른 골수강의 확장으로 종양 삽입물의 해리가 예상되는 경우와 악성 및 침윤성 골종양으로 절단술이 불가피한 경우에, 기능적으로 우수한 회전 성형술은 부분 사지 구제술로써 유효한 방법으로 사료된다.

• Archives of Plastic Surgery
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• 제43권2호
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• pp.134-144
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• 2016

In adults, mallet finger is a traumatic zone I lesion of the extensor tendon with either tendon rupture or bony avulsion at the base of the distal phalanx. High-energy mechanisms of injury generally occur in young men, whereas lower energy mechanisms are observed in elderly women. The mechanism of injury is an axial load applied to a straight digit tip, which is then followed by passive extreme distal interphalangeal joint (DIPJ) hyperextension or hyperflexion. Mallet finger is diagnosed clinically, but an X-ray should always be performed. Tubiana's classification takes into account the size of the bony articular fragment and DIPJ subluxation. We propose to stage subluxated fractures as stage III if the subluxation is reducible with a splint and as stage IV if not. Left untreated, mallet finger becomes chronic and leads to a swan-neck deformity and DIPJ osteoarthritis. The goal of treatment is to restore active DIPJ extension. The results of a six- to eight-week conservative course of treatment with a DIPJ splint in slight hyperextension for tendon lesions or straight for bony avulsions depends on patient compliance. Surgical treatments vary in terms of the approach, the reduction technique, and the means of fixation. The risks involved are stiffness, septic arthritis, and osteoarthritis. Given the lack of consensus regarding indications for treatment, we propose to treat all cases of mallet finger with a dorsal glued splint except for stage IV mallet finger, which we treat with extra-articular pinning.

• Structural Engineering and Mechanics
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• 제68권4호
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• pp.475-483
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• 2018

Square tubular columns are commonly used in moment resisting frames, while through-diaphragm connection is the most typical configuration detail to connect the H-shaped beam to the column. However, brittle fracture normally occurs at the complete joint penetration weld between the beam flange and the through-diaphragm due to the stress concentration caused by the geometrical discontinuity. Accordingly, three improved types of through-diaphragm are presented in this paper to provide smooth force flow path comparing to that of conventional connections. Tensile tests were conducted on four specimens and the results were analyzed in terms of failure modes, load-displacement response, yield and ultimate capacity, and initial stiffness. Furthermore, strain distributions on the through-diaphragm, the beam flange plate, and the column face were comprehensively evaluated and discussed. It was found that all the proposed three types of improved through-diaphragm connections were able to reduce the stress concentration in the welds between the beam flange and the through-diaphragm. Furthermore, the stress distribution in connection with longer tapered through-diaphragm was more uniform.

• Steel and Composite Structures
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• 제35권4호
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• pp.579-598
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• 2020

Consideration of the panel zone (PZ) deformations in the analysis of steel moment frames (SMFs) has a substantial effect on structural response. One way to include the PZ effect on the structural response is Krawinkler's PZ model, which is one of the best and conventional models. However, modeling of Krawinkler's PZ model has its complexity, and finding an alternative procedure for PZ modeling is of interest. In this study, an efficient model is proposed to simplify Krawinkler's PZ model into an Adjusted Rigid-End Zone (AREZ). In this way, the rigid-end-zone dimensions of the beam and column elements are defined through an appropriate rigid-end-zone factor. The dimensions of this region depend on the PZ stiffness, beam(s) and columns' specifications, and connection joint configuration. Thus, to obtain a relationship for the AREZ model, which yields the dimensions of the rigid-end zone, the story drift of an SMF with Krawinkler's PZ model is equalized with the story drift of the same structure with the AREZ model. Then, the degree of accuracy of the resulting relationship is examined in several connections of generic SMFs. Also, in order to demonstrate the applicability of the proposed model in SMFs, several SMFs ranging from 3- to 30-story representing low- to high-rise buildings are examined through linear static and dynamic time history analysis. Furthermore, non-linear dynamic analyses of three SMFs conducted to validate the degree of accuracy of the proposed model in the non-linear analysis of SMFs. Analytical results show that there is considerable conformity between inter-story drift ratio (IDR) results of the SMFs with Krawinkler's PZ model and those of the centerline SMFs with AREZ.

• Journal of Acupuncture Research
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• 제30권3호
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• pp.165-171
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• 2013

Objectives : The purpose of this study is to investigate the effect of acupuncture treatment on a patient suffering from CRPS Type 1. Methods : A 30-year-old female patient suffering from CRPS Type 1 with symptoms of intense burning pain, joint stiffness, restricted mobility, rapid hair and nail growth, allodynia, hyperalgesia and coldness of the right leg was treated with acupuncture on six acupuncture points on the leg from 13 July to 18 July of 2011. Improvement of the patient's symptoms was evaluated by Numerical Rating Scale(NRS), Digital Infrared Thermographic Image(DITI). Results : After 6 days of treatment, NRS score decreased significantly and the DITI results showed moderate improvement in temperature. Conclusions : The results suggest that acupuncture may be an effective in reducing the symptoms of CRPS. Further study is needed to evaluate the significancy of this report.

• Steel and Composite Structures
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• 제42권1호
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• pp.91-106
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• 2022

Concrete-filled square stainless steel tubes (CFSSST), which possess relatively large flexural stiffness, high corrosion resistance and require simple joint configurations and low maintenance cost, have a great potential in constructional applications. Despite that the use of stainless steel may result in high initial cost compared to their conventional carbon steel counterparts, the whole-life cost of CFSSST is however considered to be lower, which offers a competitive choice in engineering practice. In this paper, a comprehensive experimental and numerical program on 24 CFSSST stub column specimens, including 3 austenitic and 3 duplex stainless steel square hollow section (SHS) stub columns and 9 austenitic and 9 duplex CFSSST stub columns, has been carried out. Finite element (FE) models were developed to be used in parametric analysis to investigate the influence of the tube thickness and concrete strength on the ultimate capacities more accurately. Comparisons of the experimental and numerical results with the predictions made by design guides ACI 318, ANSI/AISC 360, Eurocode 4 and GB 50936 have been performed. It was found that these design methods generally give conservative predictions to the ultimate capacities of CFSSST stub columns. Improved calculation methods, developed based on the Continuous Strength Method, have been proposed to provide more accurate estimations of the ultimate resistances of CFSSST stub columns. The suitability of these proposals has been validated by comparison with the test results, where a good agreement between the predictions and the test results have been achieved.

• Ocean Systems Engineering
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• 제7권3호
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• pp.179-193
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• 2017

Dynamic response analysis of offshore triceratops with stiffened buoyant legs under impact and non-impact waves is presented. Triceratops is relatively new-generation complaint platform being explored in the recent past for its suitability in ultra-deep waters. Buoyant legs support the deck through ball joints, which partially isolate the deck by not transferring rotation from legs to the deck. Buoyant legs are interconnected using equally spaced stiffeners, inducing more integral action in dispersing the encountered wave loads. Two typical nonlinear waves under very high sea state are used to simulate impact and non-impact waves. Parameters of JONSWAP spectrum are chosen to produce waves with high vertical and horizontal asymmetries. Impact waves are simulated by steep, front asymmetric waves while non-impact waves are simulated using Stokes nonlinear irregular waves. Based on the numerical analyses presented, it is seen that the platform experiences both steady state (springing) and transient response (ringing) of high amplitudes. Response of the deck shows significant reduction in rotational degrees-of-freedom due to isolation offered by ball joints. Weak-asymmetric waves, resulting in non-impact waves cause steady state response. Beat phenomenon is noticed in almost all degrees-of-freedom but values in sway, roll and yaw are considerably low as angle of incidence is zero degrees. Impact waves cause response in higher frequencies; bursting nature of pitch response is a clear manifestation of the effect of impact waves on buoyant legs. Non-impact waves cause response similar to that of a beating phenomenon in all active degrees-of-freedom, which otherwise would not be present under normal loading. Power spectral density plots show energy content of response for a wide bandwidth of frequencies, indicating an alarming behaviour apart from being highly nonlinear. Heave, being one of the stiff degrees-of-freedom is triggered under non-impact waves, which resulted in tether tension variation under non-impact waves as well. Reduced deck response aids functional requirements of triceratops even under impact and non-impact waves. Stiffened group of buoyant legs enable a monolithic behaviour, enhancing stiffness in vertical plane.

• Computers and Concrete
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• 제27권5호
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• pp.457-472
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• 2021

Reinforced concrete (RC) buildings in Taiwan have suffered failure from strong earthquakes, which was magnified by the non-ductile detailing frames. Inadequate reinforcement as a consequence of the design philosophy prior to the introduction of current standards resulted in severe damage in the column and beam-column joint (BCJ). This study establishes a finite element analysis (FEA) of the non-ductile detailing RC column, BCJ, and three-story building that was previously tested through a tri-axial shaking table test. The results were then validated to laboratory specimens having the exact same dimensions and properties. FEA simulation integrates the concrete damage plasticity model and the elastic-perfectly plastic model for steel. The load-displacement responses of the column and BCJ specimens obtained from FEA were in a reasonable agreement with the experimental curves. The resulting initial stiffness and maximum base shear were found to be a close approximation to the experimental results. Also, the findings of a dynamic analysis of the three-story building showed that the time-history data of acceleration and displacement correlated well with the shaking table test results. This indicates the FEA implementation can be effectively used to predict the RC frame performance and failure mode under seismic loads.