• 대한기계학회논문집A
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• 제25권5호
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• pp.866-873
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• 2001

The governing partial differential equations of a helical spring with a circular section were derived from Frenet formulas and Timoshenko beam theory. These were solved to give the dispersion relationship between wave number and frequency along with wave form. Wave motions of helical springs are categorized by 4 regimes. In the first regime, the lower frequency area, the torsional and extensional waves of the spring are predominant and two waves are composite wave motions involving lateral motion of the coils and rotation of the coils about a horizontal axis. All waves are propagating in the second regime. The wave of the extensional motion of the spring and one wave of transverse motion of a wire change from travelling waves to near field waves in the third regime. Both waves excited by both axial and transverse motion are predominant in the fourth regime.

• 대한용접접합학회:학술대회논문집
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• 대한용접접합학회 2006년도 춘계 학술대회 개요집
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• pp.286-288
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• 2006

The metallurgical and mechanical properties of fiction stir welded 304 austenitic stainless steel and AISI 1018 steel for fundamental study. Single-pass bead on plate weldments in the two steels were successfully achieved. The joints were evaluated by microscopy and hardness tests of the transverse cross section and transverse tensile tests.

• Structural Engineering and Mechanics
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• 제35권2호
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• pp.141-173
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• 2010

In this paper a boundary element method is developed for the general flexural-torsional buckling analysis of Timoshenko beams of arbitrarily shaped cross section. The beam is subjected to a compressive centrally applied concentrated axial load together with arbitrarily axial, transverse and torsional distributed loading, while its edges are restrained by the most general linear boundary conditions. The resulting boundary value problem, described by three coupled ordinary differential equations, is solved employing a boundary integral equation approach. All basic equations are formulated with respect to the principal shear axes coordinate system, which does not coincide with the principal bending one in a nonsymmetric cross section. To account for shear deformations, the concept of shear deformation coefficients is used. Six coupled boundary value problems are formulated with respect to the transverse displacements, to the angle of twist, to the primary warping function and to two stress functions and solved using the Analog Equation Method, a BEM based method. Several beams are analysed to illustrate the method and demonstrate its efficiency and wherever possible its accuracy. The range of applicability of the thin-walled theory and the significant influence of the boundary conditions and the shear deformation effect on the buckling load are investigated through examples with great practical interest.

• PNF and Movement
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• 제12권4호
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• pp.243-248
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• 2014

Purpose: The transverse abdominis and themultifidus muscle are located in the core. They surround one's trunk and help in body stabilization. Specifically, they control spine articulation to maintain posture and balance. Therefore, weakened deep muscle in the trunk may cause spinal malalignment. This study aims to compare the correlation between the thickness of the transverse abdominis and the multifidus muscle and the spine alignment among college students in their 20s. Methods: This study measured the thickness of the transverse abdominis and the multifidus muscle of 42 healthy college students in their 20s using ultrasonic waves. The thickness of the muscle was measured for the length of the cross-section except for fascia. The thickness of the left and right muscles was measured, and the mean value was calculated. As the thickness of the transverse abdominis can increase because of pressure during exhalation, it was measured at the last moment of exhalation. Spinal alignment was measured by the kyphosis angle, lordosis angle, pelvic tilt, trunk inclination, lateral deviation, trunk imbalance, and surface rotation using Formetric III, which is a three-dimensional imaging equipment. They were measured for three times, and the mean values were calculated. The general characteristics of the subjects were analyzed using descriptive statistics. The correlations between each factor were analyzed using Pearson's correlation analysis. Results: The transverse abdominis showed asignificant correlation with trunk inclination (p<.05). The multifidus muscle showed a significant positive correlation with pelvic tilt and a negative correlation with surface rotation (p<.05). Conclusion: The thickness of transverse abdominis and the multifidus muscle appears to influence spinal alignment. Specifically, the multifidus muscle, which plays an important role on the sagittal plane, influences surface rotation, thus making it an important muscle for scoliosis patients. Therefore, a strengthening training program for the transverse abdominis and the multifidus muscle is necessary according to specific purposes among adults with spinal malalignment.

• 한국도로학회논문집
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• 제6권1호
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• pp.1-11
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• 2004

본 연구는 포장 거친면 마무리 방법에 따른 공용성 평가를 실시하여 국내에 최적의 거친면 마무리 공법을 제안하는 데 목적이 있다. 소음 측정 결과 일정간격 18mm 종방향 타이닝이 다른 비교구간보다 약 2$\sim$3dB(A) 소음 감소효과가 있다. 일정간격 18mm 종방향 타이닝과 26mm 종방향 타이닝을 비교한 결과 26mm 종방향 타이닝에서 약 2$\sim$3dB(A)증가 하였다. 미끄럼 저항성 측정결과는 SN40을 기준으로 했을 경우 전 구간에 대해 양호한 결과를 얻을 수 있었고, 평탄성 측정결과 AASHTO 기준인 PrI 16cm/km 범위 내에 전 구간이 포함되는 것을 알 수 있었다. 그리고, 실제 운전자를 대상으로한 설문조사에서는 종방향타이닝의 주행감이 가장 좋은 것으로 분석되었다. 육안관측으로 배수성 측정결과 일정간격 26mm 종방향 타이닝과 일반구간(일정간격 25mm 횡방향 타이닝)에서 가장 우수한 배수성을 보였다. 반면에 18mm 종방향 타이닝과 임의간격 횡방향에서는 배수능력이 저하되었다. Ranking method를 적용하여 분석한 결과 18mm 종방향 타이닝이 가장 좋은 공법으로 선정되었고, 다음으로 26mm 종방향 타이닝, 임의간격 횡방향, 횡방향 쓸기순으로 선정되었다.

• 한국해양공학회지
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• 제15권1호
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• pp.98-103
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• 2001

This paper is conducted to compare the seismic design standard of a bridge column such as the Korean Bridge Design Standard(KBDS), EC 8, NZS 3101 and ATC 32. The KBDS adopted the seismic design requirements in 1992. The earthquake magnitude in Korea is compared with those in the west coast of the USA. It may be said that the current seismic design requirements of the KBDS provides design results, that are too conservative especially for transverse reinforcement details and amounts in reinforced concrete columns. This fact usually creates construction problems in concrete casting, due to congestion of transverse reinforcement. Furthermore, the effective stiffness; $I_{eff}$ depends on both the axial load P/$A_gF_{ck}$ and the longitudinal reinforcement ratio $A_{st}/A_g, so it is the conservative to use the effective stiffness I$_{eff}$ than the gross section stiffness Ig. Seismic design for the transverse reinforcement content of the concrete column was analyzed and considered to have an extreme-fiber compression strain, response modification factor, axial load and effective stiffness etc.c.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2008년도 춘계 학술발표회 제20권1호
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• pp.81-84
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• 2008

현행 도로교설계기준의 철근콘크리트 교각 심부구속 횡방향철근량 산정식은 중심축력을 받는 기둥에서 콘크리트 피복이 떨어져 나갔을 때 기둥의 축하중 저항강도 손실과 같거나 약간 큰 강도를 추가로 제공할 수 있도록 결정된 식이다. 그러나 설계기준의 횡방향철근량 산정식은 교각의 내진거동에 중요한 요소인 연성능력을 직접적으로 고려한 식이 아니므로 단면크기가 상대적으로 작은 경우 또는 내구성 등의 확보 차원에서 콘크리트 피복두께가 증가하여 단면적비율이 과도하게 커지는 경우에는 교각의 시공성 및 경제성이 저하될 정도로 많은 횡방향철근량이 요구되는 문제점을 야기한다. 본 논문에서는 콘크리트 피복두께가 심부구속 횡방향철근량 산정식에 미치는 영향을 비교, 분석하였다.

• Journal of Multimedia Information System
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• 제1권2호
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• pp.127-132
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• 2014

The transverse electromagnetic (TEM) cells are widely used for electromagnetic compatibility (EMC) testing and field probe calibrations. We propose the verification of TEM mode with statistical method using a four-port TEM cell. The verification results are compared with Normal, Rayleigh, and Gamma distribution. As a result, the 75 % quantile of the Rayleigh distribution is excellent agreement with the true quantiles for a number of calibration points.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 1998년도 추계학술대회 논문집
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• pp.155-158
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• 1998

This paper is calculated at electron swarm simulation by Back Prolongation of Boltzmann equation for range of E/N values from 0.1~200[Td], pressure P= 1.0[Torr], temperature T=300[ 。K], the electron swarm parameter(drift velocity, longitudinal . transverse diffusion coefficients, characteristic energy, etc) in He gas is used by electron collision cross section, particularly explicate the simulation technique, and consider electrical conduction characteristic of He gas.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 봄 학술발표회 논문집
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• pp.515-520
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• 2000

The state-of-the-practice design expressions currently used for the calculation of shear strength of concrete columns due to circular transverse hoop steel were reviewed. From this, it was found that the single valued constant effective section area of shear steel to be conservative in some degree that concrete sections built in non-seismic regions. A general expression as n alternative was suggested considering the wide range of section configurations. The theoretical prediction was validated through the experimental observations.