• Title/Summary/Keyword: Arm span

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Arm Span-Height Relationship for Prediction of Spirometric Values in Korean Adult Women (우리나라 성인여성에서 정상 폐활량 예측을 위한 양팔벌린 손끝길이와 신장과의 관계)

  • Koh, Won-Jung;Ju, Young-Su;Kim, Tae-Yub;Park, Jae-Sung;Yu, Seung-Do;Choi, Kwaung-Soo;Paek, Do-Myung;Han, Sung-Koo;Shim, Young-Soo
    • Tuberculosis and Respiratory Diseases
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    • v.46 no.6
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    • pp.786-794
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    • 1999
  • Back ground : Arm span measurements provide a practical substitute for standing height to predict normal spirometric values in subjects unable to stand or those with a skeletal deformity such as kyphoscoliosis. The relationship between arm span and height has previously been reported as either a fixed ratio unaffected by age or as a regression equation in which the ratio varies as a function of age. The fixed ratio or regression equation is known to be specific for sex and race. Methods : We studied the relationship between standing height, arm span, and age in 381 Korean adult female subjects (ages 20 to 69 yrs) sampled in a general population. Results : The mean ratio for arm span to height is 1.004. Multiple linear analysis found arm span and age to be predictive of standing height (p=0.0001, $r^2$=0.76). We performed the analysis of the difference between the predicted height using either fixed ratio or regression equation and actual height. At the extremes of arm span and age, the ratio method either underestimated(at smaller arm span or younger age) or overestimated(at larger arm span or older age) as compared with actual height (p=0.0001). Conclusion : This results indicate that the estimated height using the fixed ratio method provides a less acceptable method of estimating height for the prediction of lung volumes in the Korean adult women when compared with the regression equations, especially at the extremes of stature or age.

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Comparison of the Effects of Different Crutch Length Measurement Methods on Trunk Muscle Activities in Young Females (젊은 여성의 몸통 근육 활성도 분석을 통한 목발 길이 측정 방법의 효율성 비교)

  • Jeon, Hyun;Oh, Duck-Won
    • Journal of the Korean Society of Physical Medicine
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    • v.15 no.1
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    • pp.77-84
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    • 2020
  • PURPOSE: This study compared the activities of the trunk muscles during crutch walking to determine which of the crutch length measurements is most beneficial. METHODS: Twenty young women volunteered to participate in this study. After adjusting crutch length, the participants performed a three-point walking with nondominant leg limited in weight bearing. This study used six crutch length measurements: (1) Height-40.6cm, (2) Height'.77, (3) Olecranon-to-finger length, (4) Axillary-toheel length, (5) Arm-span length-40.6cm, and (6) Arm-span length'.77. The EMG activities of the internal oblique (IO), rectus abdominis (RA), multifidus (MF), and erector spinae (ES), muscles on the weight bearing side were monitored using wireless surface EMG. RESULTS: The EMG activities of the RA and ES appeared to be significantly different among the crutch length measurements (p<.05). The post-hoc test showed that the 'Arm-span length-40.6cm' was significantly greater in the RA activity when compared to the 'Height'.77' and 'Axillary-to-heel length' measurements, and in the ES activity when compared to 'Height'.77' measurements. Furthermore, IO/RA and MF/ES ratios showed significant differences among the crutch length measurements (p<.05). In the post-hoc test, significant difference was observed between 'Olecranon-to-finger length' and 'Arm-span length-40.6cm' for the IO/RA ratio, and between 'Height'.77' and 'Olecranon-to-finger length' and between 'Height'.77' and 'Arm-span length-40.6cm' measurement for the MF/ES ratio. CONCLUSION: These findings suggest that the 'Height'.77' measurement is relatively advantageous to optimize the activities of trunk muscles during the crutch walking, and allow simple measurements of the crutch length.

A Study on the Physiological Properties of Skating Players : Skin Temperature and Clothing Temperature in Body Parts

  • Jeon, Hyang-ran
    • Fashion & Textile Research Journal
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    • v.2 no.5
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    • pp.423-429
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    • 2000
  • This study was conducted to find out the relationship between skin temperature and clothing temperature in body parts. Four different kinds of fabrics were used in this experiment. These fabrics were a (Ny/Spun, 81.8/18.2%), b (Wool/Poly/span, 50/45/5%), (Wool/Ny/Span70/25/5) and d (Wool/Poly/Span 45/45/10%). The subjects skated at indoor ice rink where the length was 111.12 m, the temperature was $11{\pm}1^{\circ}C$ and the humidity was $70{\pm}10%$. The four an male professional skaters speed was $17{\pm}1$ seclm/lap. Physiological parameters were skin temperature at 4 body points (chest, upper arm, thigh, leg) and clothing temperature at chest was measured every 15 second. Experiment protocol was as follows: resting before skating (5 min.), skating (5 min.), and resting after skating (10 min.). The results were as follows; The mean skin temperature by fabrics shows b > a > d > c. The mean skin temperature began to decline little by little as soon as the subjects entered the indoor ice rink. After they rested for five minutes, they started skating and the mean skin temperature declined widely. After skating, the mean skin temperature increased step by step. It maintained the similar temperature. The value of skin temperature at body points shows Leg > Chest > Upper arm > Thigh. Because of the characteristics of skating uniforms, the skin temperature of the leg is the highest. The skating uniform was designed to have a protective portion in the leg. The chest produces the highest temperature in the body. The comparison of difference values in skin temperature show Thigh > Upper arm > Chest > Leg. While skating in a cold atmosphere, the largest difference value is clothing temperature. The clothing temperature is lower than the skin temperature during skating. The difference value of clothing temperature is larger than the skin temperature of the chest.

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Arch Action in Reinforced Concrete Beams (철근콘크리트보에서의 아취현상에 대한 연구)

  • Kim, Woo;Kim, Dae-Joong;Mo, Gui-Suk;Ko, Kwang-Il
    • Magazine of the Korea Concrete Institute
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    • v.6 no.2
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    • pp.180-187
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    • 1994
  • Sixteen reinforced concrete beams were tested statically up to failure to investigate the arch action. Major variables were the shear span to depth ratio, steel ratio and existence of stirrups.The arch action in reinforced concrete beams started when flexural cracks appeared at the center of the span. Due to the reduction of internal moment arm length by the development of arch action, the measured steel tension was significantly higher than the calculated. As the shear span to depth ratio arid steel ratio decrease, the arch action in reinforced concrete eams increases. Over the entire length the force in the steel of no web reinforced beams having smaller a /d ratio than 3 was constant because the beams acted as a tied arch.

Aneurysm of the Transverse Arch of the Aorta: Report of a Case (대동맥궁 동맥류1 치험례)

  • 이홍균;김세화;이양삼
    • Journal of Chest Surgery
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    • v.4 no.2
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    • pp.81-86
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    • 1971
  • Aneurysm of the Aorta is a grave disease mostly producing disabling symptoms and ultimate death by rupture and hemorrhage without surgical intervention. Aneurysm of the thoracic aorta is more common in arteriosclerosis than syphilitic origin,since the incidence of cardiovascular syphilis has been reduced significantly in recent decades and the life span of population has increase. We have experienced a case of luetic aneurysm of aortic arch without pulse in tile left arm which was succesfully treated by surgical intervention.

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Arch Action in Reinforced Concrete Beams (철근콘크리트 보에서의 아취작용에 대한 연구)

  • Kim, Woo;Kim, Dae-Joong
    • Proceedings of the Korea Concrete Institute Conference
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    • 1993.10a
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    • pp.201-206
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    • 1993
  • Four reinforced concrete beams without shear reinforcement were tested statically up to failure to investigate the arch action in reinforced concrete beams. Major variable was the shear span to depth ratio varied from 2 to 4. Due to the reduction of internal moment arm length by the development of arch action, the measured steel tension was higher than the calculated steel tension.

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A Comparative Analysis between Several Crutch-Length-Estimation Techniques and Ideal Crutch Length (이상적인 목발 길이와 목발 길이 추정법들간의 비교)

  • Kim, Min-Jung;Park, Yun-Soo;Yi, Chung-Hwi;Kim, Hyun-Ae
    • Physical Therapy Korea
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    • v.3 no.1
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    • pp.24-31
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    • 1996
  • The purpose of this study was to determine which of several crutch-fitting techniques best predicts ideal crutch length. Ideal crutch length is defined as the length of the crutch, including accessories, obtained during stance when the crutch tip is 6 inches (15.2 cm) lateral and 6 inches(15.2 cm) anterior to the fifth toe and the axillary pad is 2.5 inches(6.4 cm) below the axillary fold. Forty four volunteers were measured for crutches using each of the following methods:(1) 77% of actual height, (2) actual height minus 40.6 cm, (3) actual height minus 45.7 cm, (4) olecranon to opposite third finger tip, (5) olecranon to opposite fifth finger tip, (6) 77% of arm span, (7) arm span minus 40.6 cm, (8) anterior axillary fold to heel plus 5.1 cm, (9) anterior axillary fold to heel plus 10.2 cm, (10) ideal crutch length. Of the techniques studied, the two involving anterior axillary fold to heel were found to be good predictors: anterior axillary fold to heel plus 5.1 cm and anterior axillary fold to heel plus 10.2 cm. Finally, two additional length estimates were derived using linear regression analyses. These estimates provided the best overall predictors based on anterior axillary fold to heel and actual height.

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Arch Action in Simply Supported RC Beams Applied by Distributed Loads (분포하중을 받는 단순지지된 RC보에서의 아치효과)

  • Lee, Seong-Cheol;Park, Byung-Sun;Cho, Jae-Yeol;Kim, Woo
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.11a
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    • pp.181-184
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    • 2008
  • In the case of RC beams simply supported, there is arch action that the length of internal lever arm varies through span. Recently the shear analysis model which considers this arch action has been developed, but this analysis model is only applicable to RC beams subjected to concentrated load. In this study, therefore, the fundamental relationship between internal lever arm length and applied moment is developed with considering general load such as uniformly distributed load. The shear compatibility condition is also derived, which is also applicable to RC beams subjected to uniformly distributed load. From the analysis results of RC beams, the variation of shear strains through span could be expected by the proposed analysis model. The magnitude of shear strains expected from analysis is so relatively small that the effect of shear force due to arch action should be considered on analysis.

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A Prediction of Shear Strength Using Arch Models in Reinforced Concrete Beams without Web Reinforcement (아치모델을 이용한 복부보강이 안된 철근 콘크리트 보의 전단강도 산정)

  • 김대중
    • Magazine of the Korea Concrete Institute
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    • v.10 no.6
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    • pp.233-240
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    • 1998
  • A rational expression, developed to predict the shear strength of reinforced concrete beams, is derived from the relationship between shear and the rate of change of bending moment along a beam coupled with experimental findings for the arch action. The proposed ultimate shear strength equation, arising from analytical premises and then calibrated with experimental data, is a similar form to the ACI 318 equation derived mainly from empirical approach. The proposed equation depends on the concrete compressive strength, amount of longitudinal steel content, and the shear span-to-depth ratio, and rationally reflects the shear resistance mechanism of combined beam action and arch action in reinforced concrete beams. The proposed equation applied to existing test data and the results were compared with those predicted by the ACI 318 equation and the Zsutty's equation.

Shear Compatibility Condition with Arch Action in Simply Supported RC Beam (단순지지된 RC보에서의 아치효과를 고려한 전단변형적합조건)

  • Lee, Seong-Chul;Cho, Jae-Yeol;Kim, Woo;Park, Byung-Sun
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.11a
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    • pp.847-850
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    • 2008
  • In simply supported concrete beams with concentrated load, there is arch action that the internal lever arm length varies through shear span. Recently shear analysis model considering this effect has been developed, but the analysis algorithm is so complicated. Moreover, the variation of internal lever arm length is not considered on the shear compatibility condition. In this study, the shear analysis model is developed more simply and the variation of internal lever arm length is considered on the shear compatibility condition. From these modifications, an actual shear behavior of RC beams subjected to concentrated load could be expected from the results of the proposed analysis model.

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