• 한국지진공학회논문집
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• 제27권5호
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• pp.203-211
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• 2023

For fast-built and safe precast concrete (PC) construction, the dry mechanical splicing method is a critical technique that enables a self-sustaining system (SSS) during construction with no temporary support and minimizes onsite jobs. However, due to limited experimental evidence, traditional wet splicing methods are still dominantly adopted in the domestic precast industry. For PC beam-column connections, the current design code requires achieving emulative connection performances and corresponding structural integrity to be comparable with typical reinforced concrete (RC) systems with monolithic connections. To this end, this study conducted the standard material tests on mechanical splices to check their satisfactory performance as the Type 2 mechanical splice specified in the ACI 318 code. Two PC beam-column connection specimens with dry mechanical splices and an RC control specimen as the special moment frame were subsequently fabricated and tested under lateral reversed cyclic loadings. Test results showed that the seismic performances of all the PC specimens were fully comparable to the RC specimen in terms of strength, stiffness, energy dissipation, drift capacity, and failure mode, and their hysteresis responses showed a mitigated pinching effect compared to the control RC specimen. The seismic performances of the PC and RC specimens were evaluated quantitatively based on the ACI 374 report, and it appeared that all the test specimens fully satisfied the seismic performance criteria as a code-compliant special moment frame system.

• 대한치과교정학회지
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• 제36권3호
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• pp.188-197
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• 2006

교정 치료 시 사용되는 섬유 강화 컴포지트(FRC, fiber reinforced composite)는 구강 내에서 저작압 등의 지속적인 응력과 수분 흡수 등의 이유로 파절이 일어나는 경우가 있다. 이 때 모든 FRC를 제거하지 않고 수리(repair)하는 경우에 적절한 강도를 얻기 위해 첨가해야 할 FRC의 양 및 그 파절 양상을 알아보고자 하였다. 두 개의 FRC strips를 1, 2, 3, 그리고 4mm 만큼 겹쳐(E1, E2, E3, E4군) 시편을 만드는 방법으로 수리를 재현한 후 light emitting diode 광중합기로 중합하고, 3점 굽힘 실험을 시행하여 겹침 길이와 접합 강도간의 관계에 대해 조사하였다. 최대 하중치는 E4군에서 2.67N으로 최대였고, 대조군(2.39N), E3군(2.35N), E2군(2.10N), 그리고 E1군(1.75N)의 순이었다. 강성 역시 최대 하중치와 같이 E4군(2.32 N/mm)에서 최대치를 기록하였으나, E3군(2.06N/mm)의 강성이 대조군(1.88N/mm)보다 더 큰 값을 보였다. 겹침 길이가 길수록 완전히 두 조각으로 파절되기 보다 가운데 또는 critical section 에서 굽힘 양상을 보였다. 반면 겹침 길이가 짧은 경우 두 조각으로 부러지는 파절 양상을 보였다. 이상의 실험에서 길이 10 mm인 연결자 형태의 FRC의 수리 시 적절한 강도를 얻기 위해서는 최소 3 mm의 strips를 겹쳐야 하고, 이 때 주로 나타나는 실패 양상인 굽힘을 최소화하기 위해 연결 부위에 바로 인접하여 두께가 급격하게 변하는 critical section의 보강이 필요할 것으로 사료된다.

• Structural Engineering and Mechanics
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• 제58권3호
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• pp.577-596
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• 2016

FRP-concrete interfacial mechanical properties determine the strengthening effect of RC beams strengthened with FRP. In this paper, the model experiments were carried out with eight specimens to study the failure modes and the strengthening effect of RC beams strengthened with FRP. Then a theoretical model based on interfacial performances was proposed and interfacial mechanical behaviors were studied. Finite element analysis confirmed the theoretical results. The results showed that RC beams strengthened with FRP had three loading stages and that the FRP strengthening effects were mainly exerted in the Stage III after the yielding of steel bars, including the improvement of the bearing capacity, the decreased ultimate deformation due to the sudden failure of FRP and the improvement of stiffness in this stage. The mechanical formulae of the interfacial shear stress and FRP stress were established and the key influence factors included FRP length, interfacial bond-slip parameter, FRP thickness, etc. According to the theoretical analysis and experimental data, the calculation methods of interfacial shear stress at FRP end and FRP strain at midspan were proposed. When FRP bonding length was shorter, interfacial shear stress at FRP end was larger that led to concrete cover peeling failure. When FRP was longer, FRP reached the ultimate strain and the fracture failure of FRP occurred. The theoretical results were well consistent with the experimental data.

• 한국터널지하공간학회 논문집
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• 제5권4호
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• pp.349-360
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• 2003

본 연구에서는 절리를 포함한 터널주변 암반의 안전성 강화 및 지하수 유입 억제공으로 사용되는 침투그라우팅에 대한 모형화 기법을 제시하고 관련 매개변수 해석을 실시하였다. Bingham 모형을 적용한 시멘트 그라우팅재는 정상류 흐름으로 가정하여 해석의 편의를 도모하였으며 UDEC을 이용한 해석결과, 절리의 두께 및 주입압이 침투그라우팅에 의한 확산범위를 결정짓는 주요 변수임을 확인하였다. 침투그라우팅 모형을 근간으로 할렬그라우팅 해석을 위한 수치모형을 제안하였으며 암반의 인장강도와 점착력이 할렬의 주요변수임을 입증하였다. 한편, 주입후 지반보강효과를 정량적으로 검토하기 위하여 직교 이방성 물성을 계산할 수 있는 알고리즘을 제시하였으며 이 결과 주입후 약 3~4배 정도의 강성도 증진효과를 확인하였다. 향후 본 연구결과는 그라우팅재 주입에 의한 투수계수 저감효과 혹은 지하수 억제공법 등의 설계기법에 적용될 수 있으며 관련 실험도 수행될 예정이다.

• The Journal of Korean Physical Therapy
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• 제25권2호
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• pp.56-63
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• 2013

Purpose: This study was conducted in order to examine how an effective rehabilitation exercise program influences the activity of shoulder muscles, and to help the clinical application of a rehabilitation program, for prevention and relief of pain, adhesion, and joint stiffness of patients who undergo rotator cuff repair. Methods: Nine test subjects were placed randomly into each group for a total of 27 subjects and exercise program interventions according to the group were conducted for six weeks, after which maximum voluntary isometric contraction (%MVIC) value was re-measured for supraspinatus muscle, infraspinatus muscle, serratus anterior muscle, and middle deltoid muscle in all groups in order to compare changes in muscle activity before and after the experiment in order to perform comparative analysis of changes in muscle activity between groups, based on which four experimental hypotheses were confirmed. Results: Changes in muscle activity according to %MVIC showed a statistically significant difference (p<0.01) (p<0.001) in all muscles, except the middle deltoid muscle, and post-verification results showed that changes in muscle activity according to %MVIC were greater in test groups I and II, compared with the control group, for the supraspinatus muscle, infraspinatus muscle, and serratus anterior muscle. Conclusion: Therefore, rehabilitation through use of the methods described above should be applied efficiently in clinical settings and more research in development of much more efficient rehabilitation program interventions must be conducted.

• 한국재난정보학회 논문집
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• 제12권4호
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• pp.422-431
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• 2016

본 연구에서는 프리스트레스트 강합성 거더의 콘크리트 케이싱 분절부 상세에 따른 연결부 성능 평가를 위해 각각 다른 분절부를 가진 실험체를 제작하여 실험하였다. 분절부가 없는 일반 강합성 거더와 분절부에 이음철근 보강 유무 및 이음철근 상세를 변수로 하는 총 4본의 비교 실험체를 제작하여 구조적 거동 평가하였다. 또한, 분절형 강합성 거더의 비균열등급 설계 가능 여부 및 균열발생 후 루프철근 상세에 따른 강성과 강도 영향에 대해 분석하고, 매립강판면과 타설접합면에 따른 균열폭 제어 적정성을 평가하였다.

• 한국산학기술학회논문지
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• 제21권7호
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• pp.38-45
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• 2020

아진공 튜브 안을 부상한 상태로 주행하는 캡슐트레인은 공기저항력 및 마찰력을 획기적으로 줄임으로써 초고속 주행이 가능하다. 캡슐트레인에서 부상방식으로 사용되는 초전도 유도 반발식 부상은 부상 공극이 커서 인프라 건설비용이 저렴하고 별도의 부상제어가 필요 없는 장점이 있지만, 부상·안내 공극의 변화가 크고 부상 및 안내력에 댐핑 특성이 작아 주행 안정성 및 승차감을 악화시킬 수 있다. 본 연구에서는 초전도 유도 반발식 부상방식에 기반한 캡슐트레인의 동특성 해석 모델을 구축하고 이를 활용하여 캡슐트레인의 주행 특성을 분석하였다. 먼저 초전도 유도 반발식 부상에 있어서 동특성에 중요한 영향을 미치고 속도 및 공극 변화에 따라 비선형적인 특성을 보이는 부상 및 안내 강성을 도출하였고, 이러한 강성이 반영된 캡슐트레인의 3D 동특성 해석 모델을 구축하였다. 구축된 모델을 이용하여 캡슐트레인의 속도별 주행 특성이 승차감에 미치는 영향과 곡선 주행, 튜브 처짐 및 튜브 연결부 단차 등과 같은 주행 환경이 차량의 동특성 및 주행 안정성에 미치는 영향을 검토하였다.

• Journal of Oral Medicine and Pain
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• 제38권2호
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• pp.175-185
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• 2013

측두하악장애를 주소로 하는 환자 276명에 대해 임상검사와 방사선검사를 시행하였다. 하악과두 저형성으로 진단된 189명의 실험군과 골관절염으로 진단된 87명의 대조군을 임상적으로 비교하여 다음과 같은 결과를 얻었다. 1. 하악 과두저형성은 골관절염과 임상적으로 많은 부분이 유사하였다. 2. 하악 과두저형성은 골관절염에 비하여 방사선적 진단부위와 통증부위의 일치율이 현저하게 낮았다. 3. 하악 과두저형성 양측이환군이 편측이환군에 비해 교합불편감 및 이악물기습관이 많았다. 4. 편측이환군 비교시 하악 과두저형성은 편측저작습관이 높았으며, 개구제한감을 더 많이 느꼈다. 골관절염은 아침의 불편감 및 두통을 많이 호소하였으며 진단부위와 단순관절음 일치율이 높았다. 5. 양측이환군 비교시 하악 과두저형성이 골관절염보다 평상시 두통을 더 많이 호소하였으며, 수평피개량도 컸다.

• The Journal of Korean Physical Therapy
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• 제15권4호
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• pp.151-179
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• 2003

The purpose of this study was to examine the influence of total knee replacement to arthritis patients in pain intensity and functional impairment. For this study, over 50-year-old 30 patients who had osteoarthritis and 69 patients who got total knee replacement at the one of the departments of orthopedics in Daegu were interviewed from June, 2002 to March, 2003. The results of this study were as follows : First, pain intensity was decreased to experimental group after operation than control group(P<.01) And the presence of crepitation was also decreased to them(P<.05). On the other hand there's no significant difference was noted in the presence of stiffness, degree of flexion contracture and extension contracture between two groups. Second, over 91 days group after operation and visitor's group of physiotherapy unit were better than others in Level of knee function(P<.01). Third, over 91 days group after operation and visitor's group of physiotherapy unit were higher than others in Barthel Index of knee function(P<.01). Forth, over 91 days group after operation and visitor's group of physiotherapy unit were higher than others in Level of IADL(P<.05). Fifth, over 91 days group after operation and visitor‘s group of physiotherapy unit were higher than others in Katz Index of knee function(P<.01). Sixth, although Old Ages' Activity Index seemed to get better as time goes by, there's no statistical difference. Seventh, over 91 days group after operation and visitor's group of physiotherapy unit were higher than admission group and under 30 days group after operation in Social Activity Index(P<.05). Eighth, the function of the knee was connected with the abilities in the activity of the old and the social skill. The Barthel index was connected with the function of the knee joint and the activities of the old and Katz index. IADL function was connected with the activities of the old and the social activity. The Katz index was connected with the Barthel index. The activity of the old was connected with the Barthel index, the functional score of the knee joint andthe IADL score. The ability of social skill was connected with the activity of the old, IADL score and the function of the knee.

• 대한한의학방제학회지
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• 제30권2호
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• pp.95-100
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• 2022

Objectives : Recent studies reported that Dokwhalkisaeng-tang (DHJST) could relieve the clinical rheumatoid arthritis (RA) symptoms and the level of RA-related blood test. However, evidence-based review on effectiveness and safety of DHJST with medication on RA was not yet provided. Methods : Searching randomized controlled trials on the use of DHJST for RA will be performed using multiple electronic databases, manual search, and contact to author. Studies will be selected according to the pre-defined criteria and collected data on study participants, interventions, control groups, outcome measurements, the results, adverse events, and risk of bias will be summarized. Primary outcome will be the disease activity score (including effective rate, swollen joint count, tender joint count, and morning stiffness), and the secondary outcomes will be RA-related blood test and adverse events. We will use Review Manager software to perform a meta-analysis, Cochrane Collaboration "risk of bias" tool for assessing the risk of bias, and Grades of Recommendation, Assessment, Development and Evaluation for the determination of quality of evidence. Results : We are going to investigate the effectiveness and safety of DHJST with medication for RA. Conclusion : This study will provide reliable evidence on whether DHJST combined with medicine is more effective on RA than medicine monotherapy.