• Title/Summary/Keyword: torsional sensitivity

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Biceps Load Test: A Test of SLAP lesion in the Recurrent Anterior Dislocation of the Shoulder (이두건 부하 검사(Biceps Load Test): 견관절 재발성 전방 탈구시 SLAP 병변 진단의 새로운 검사방법)

  • Kim Seung-Ho;Ha Kwon-Ick;Han Kye-Young
    • Clinics in Shoulder and Elbow
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    • v.1 no.1
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    • pp.78-82
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    • 1998
  • The following will describe a method of evaluating the SLAP lesion in the recurrent anterior dislocation of the shoulder. We have named it the biceps load test. The biceps load test is performed with the patient in the supine position and the arm to be examined is abducted 90/sup°/, and the forearm is in the supinated position. First, the anterior apprehension test is performed. When the patient become apprehensive, the patient is allowed active flexion of the elbow, while the examiner resists elbow flexion. If the apprehension is relieved or diminished, the test is negative. If aggravated or unchanged, the test is positive. A prospective study was performed, in which 75 patients who were diagnosed as having recurrent unilateral anterior instability of the shoulder underwent the biceps load test and arthroscopic examination. The biceps load test showed negative results in 64 of these patients, of which the superior labral-biceps complex was intact'in 63 cases and only I shoulder revealed a type n SLAP lesion. E]even patients with a positive test were confirmed to have type n SLAP lesions. A positive biceps load test represents an unstable SLAP lesion in a patient with recurrent anterior dislocation of the shoulder. The biceps load test is a reliable test for evaluating the SLAP lesion in the recurrent anterior dislocation of the shoulder(sensitivity: ,9] .7%, specificity: 100%, positive predictive value: 1.00 and negative predictive value: 0.98). Biceps contraction increases the torsional rigidity ?of the glenohumeral joint and long head of biceps tendan act as internal rotator of the shoulder in the abducted and externally rotated position. These stabilize the shoulder in abduction and external rotation position in the biceps load test.

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Single Layer Array of Transmitting and Receiving Spiral Coils for Magnetostrictive Type Long-Range Ultrasonic Testing (자왜방식 원거리 초음파검사를 위한 단층 송수신 나선형 코일 배열)

  • Choi, Myoung Seon;Kim, Yoo Jin;Lee, Hyo Moon
    • Journal of the Korean Society for Nondestructive Testing
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    • v.33 no.2
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    • pp.219-225
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    • 2013
  • Separate and layered transmitting and receiving spiral coil arrays had been used for the optimized individual applications of magnetostrictive type long-range ultrasonic testing. In this study, it was demonstrated that when taking advantages of the spiral coils with the leg width reduced to be half of the previous one and of the empty spaces due to the decrease of leg width, the transmitting and receiving coil array can be arranged to form a single layer structure allowing more easy use and fabrication. Because of the number of turns of the receiving coils that is proportional to their leg width, the sensitivity of the single layer coil array was about half that of the corresponding double layer coil array while it allowed the receiving amplifier to get faster recovery from a saturation due to the main bang echo. It was also found that the two types of coil arrays have almost the same performances in the view points of signal-to-noise ratio and directivity control.

Development of Slender Aerodynamic Girder for Suspension Bridges (현수교 세장 내풍 단면의 개발)

  • Kwon, Soon-Duck;Lee, Myeong-Jae;Cho, Eukyung;Lee, Seung-Ho
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.30 no.3A
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    • pp.241-256
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    • 2010
  • This study intends to develop an aerodynamic girder for suspension bridge with width corresponding to 1/70 of the main span length. In the first step of present study, parametric study for the effects of major structural properties on aerodynamic stability of bridges was performed. The span length and natural frequency of bridges were found to be free from girder width, girder height, and aspect ratio of width to height. The empirical equation according to confidence interval was proposed to estimate the natural frequencies of bridges from span length. From the sensitivity analysis, it was revealed that the torsional frequency was dominant parameter among various structural properties that affected flutter velocity mostly. The final aerodynamic bridge section which satisfied the flutter criteria was found from section wind tunnel tests for 30 cross sectional models. The aerodynamic stability of the developed cross section was verified by multimode flutter analysis. The present economical cross section can be used for long span suspension bridge.