• Journal of Welding and Joining
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• 제20권6호
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• pp.789-795
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• 2002

The self-aligning effect is useful in the electronic packaging because it compensates the positional errors occurred in flip chip placement. The solder shapes are predicted in this work either by minimizing the energy of the solder profile using the second-order polynomials or by the Surface Evolver program. The restoring forces and spring constants in vertical and horizontal directions are calculated to estimate the self-aligning effect. The calculated results using the second-order polynomial are similar to those using the Surface Evolver in the vertical direction. However, significant discrepancy between the results using the polynomial and Surface Evolver occurs in the horizontal direction. The assumption of the circular cross-section of the solder joint appears to cause the discrepancy. As the horizontal restoring force and spring constant are smaller than those in the vertical direction, larger aligning error can be resulted in the horizontal direction.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2008년도 추계학술대회 논문집
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• pp.964-972
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• 2008

In the retaining wall design process, track and train loads are usually considered as uniform surcharge loads and strip loads. In this paper, the lateral(horizontal) earth pressure on retaining structures caused by track and train load are calculated using the Boussinesq solution. And also total horizontal force per unit length and the location of the resultant force were estimated with the changes of loading locations and widths of the loadings. The maximum horizontal earth pressure and the location of it for high-speed train load were 11.83kPa and 1.7m at the loading condition 2m away from retaining walls.

• 한국전문물리치료학회지
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• 제24권4호
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• pp.77-83
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• 2017

Background: Shoulder external rotation exercises are commonly used to improve the stabilizing ability of the infraspinatus. Although the side-lying wiper exercise (SWE) is the most effective shoulder external rotation exercise to maximize infraspinatus activity, the effect of adduction force on the infraspinatus and posterior deltoid has not been demonstrated. Objects: This study was conducted to investigate whether horizontal adduction force increases infraspinatus activity and decreases posterior deltoid activity. Methods: Twenty-eight healthy subjects (male: 21, female: 7; $age=23.5{\pm}1.8years$; $height=170.1{\pm}7.4cm$; $weight=69.4{\pm}9.6kg$) were recruited. Subjects were asked to perform the SWE under two conditions: (1) general SWE and (2) SWE with adduction force using pressure biofeedback. Surface electromyography (EMG) signals of the infraspinatus and posterior deltoid were recorded during SWE. Paired t-tests were used to compare the EMG activity of the infraspinatus and posterior deltoid between the two conditions. Results: Posterior deltoid muscle activity was significantly decreased following SWE with adduction force ($7.53{\pm}4.52%$) relative to general SWE ($11.68{\pm}8.42%$) (p<.05). However, there was no significant difference in the infraspinatus muscle activity between the SWE with adduction force ($28.33{\pm}12.16%$) and the general SWE ($26.54{\pm}13.69%$) (p>.05). Conclusion: Horizontal adduction force while performing SWE is effective at decreasing posterior deltoid activity.

• 한국산학기술학회논문지
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• 제14권11호
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• pp.5323-5329
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• 2013

스마트폰의 슬림화를 위한 방법으로 스마트폰의 두께 방향이 아닌 너비 방향으로 진동하는 수평 선형 진동 모터를 여러 회사에서 현재 개발 중이다. 진동 모터 개발과정 중 수학적 모델링을 이용한 방법은 진동을 예측하기 위한 효율적인 방법 중 하나이다. 하지만 실제 수평 선형 진동모터에서는 Lorentz Force에 의한 수평 힘과 진동자 내의 자석과 브라켓 사이에 작용하는 자력에 인한 인력과 진동자 중력에 의한 수직 힘이 발생하여 진동자는 수평 선형 운동이 아닌 비틀림 운동을 하게 된다. 즉, 진동자에 수평 힘만 고려되어져 이상적인 운동으로 가정하는 수학적 모델링은 해석 오차의 발생 원인 중 하나이다. 따라서, 본 논문은 상용 동역학 해석 프로그램인 "DAFUL"을 이용한 진동 모터의 동적해석을 제시한다. 이 해석 프로그램은 진동자에 작용하는 수평, 수직 힘을 모두 고려할 수 있어 실제 진동모터의 움직임에 가까운 운동을 구현하여 수학적 모델링이 가지는 한계를 극복할 수 있다. 또한 "DAFUL"을 이용하여 해석 결과를 검증하기 위해 실험을 행하였고, 각각의 데이터를 비교 및 분석하여 결과를 확인하였다.

• 한국안전학회지
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• 제23권3호
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• pp.58-64
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• 2008

In order to identify the exact behavior of corbel section, the horizontal force acting on corbel section should be considered as well as the vertical force. In this study, a new corbel section, which is economical and easy to construct, is developed by evaluating the exact strength of the section. Experiments were performed to verify the strengths of the proposed sections comparing with those of the currently used section. The summary of the experiment results are as follows: 1) In order to minimize the horizontal force effect, it was found that the use of pre-stressing was most effective, and that TB type corbel section is a most efficient section in terms of economy and workability. 2) The experimentally obtained strength of corbel section matched well with that estimated using shear friction theory. Therefore, it is concluded that shear friction theory would be very useful if a precise crack angie in the corbel section, which is pre-stressed by PS strings and threaded bolts, is available.

• 한국해안·해양공학회논문집
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• 제32권3호
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• pp.161-169
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• 2020

테트라포드로 피복된 경사식방파제 상부구조물에 파가 경사 입사할 때의 파력 변화를 관찰하기 위한 수리모형실험을 수행하였다. 입사파향은 0, 15, 30, 45° 4가지로 변화시켰으며 상부구조물 전면 및 하부면에 파압계를 부착하여 수평 및 연직파력을 계측하였다. 실험을 통해 입사각과 구조물 전면이 이루는 각도가 증가할수록 수평 및 연직 파력이 모두 감소함을 확인하였다. 실험자료 분석 결과로부터 입사파향에 대한 수평 및 연직 파력 감소율 산정식을 각각 제시하였다.

• 한국해양환경ㆍ에너지학회지
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• 제1권1호
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• pp.102-111
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• 1998

해양관측시설은 고정식과 부유식으로 나뉘는데 본 고에서는 부유식 해상관측시설과 관련된 파랑하중 및 계류계에 대해 다루었다. 부유식 해상관측시설의 일 예에 대해 운동계산과 표류력 계산을 수행하고 고찰하였다. 또한 계류앵커의 일종인 원형 파일앵커가 수평력을 받는 경우의 모형실험과 파주력 계산을 위한 프로그램을 작성하여 그 계산결과와 비교 고찰하였다. SCUBA 활동으로 설치가능한 파일앵커의 파주력 추정에 기여할 것으로 기대된다.

• 수산해양기술연구
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• 제50권2호
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• pp.176-184
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• 2014

Nowadays, consumption of fisheries products is increasing. There are several factors, one of which is a quantitative development through aquaculture. Another factor is an increase qualitative consumption of fish which require that fish be supplied alive. This requires a lot of technical effort to transport the live fish that have low survival rate (c.f. tuna and mackerel) in coastal waters and in the open sea. To develop a towing cage for transporting the live fish, model test in a circulate water channel and simulation by computer tool were carried out. In order to spread vertically, floats were attached at the upper part of the cage, and iron chains attached at the lower part of the cage. For horizontal spreading, kites were attached on the cage. The tension and spreading performance of the cage were measured. The result shows that the tension and reduction ratio of inside volume of the cage were tended to increase with increased towing speeds. The suitable operation condition in towing cage was 1.0 m/s towing speeds with vertical spreading force 8.7 kN, horizontal spreading force 5.6 kN; in this case the reduction ratio of inside volume of the cage was estimated as 25%.

• 한국공간구조학회논문집
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• 제7권6호
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• pp.103-110
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• 2007

일반적인 각형 라멘 구조물에 있어서, 상하지진동은 수평지진동에 비하여 구조물에 미치는 영향이 작다고 간주되어, 내진설계에 있어서는 수평지진동만을 고려하는 것이 일반적이다. 그러나, 공간구조물에서는 수평지진동에 의해 수평방향뿐만 아니라 연직방향으로도 구조물의 동적응답이 크게 증폭되며, 또한 상하지진동에 의해서도 연직방향뿐만 아니라 수평방향으로도 구조물의 동적응답이 크게 증폭되는 특성을 가지고 있으므로, 수평 상하 양방향의 지진동을 모두 고려할 필요가 있다. 본 논문에서는 공간구조물의 가장 간단한 구조형식인 아치를 대상으로, 수평 상하지진동의 동시입력에 대한 순간가속도 응답배율의 특성을 고찰하였다. 또한, 지진동의 단독입력시의 등가정적지진력을 이용하여, 지진동의 동시입력에 대한 등가정적지진력을 제안하였다.

• Geomechanics and Engineering
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• 제17권3호
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• pp.253-259
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• 2019

Concrete-to-concrete bedding planes (CCBP) are observed from time to time due to the multistep hardening process of the concrete materials. In this paper, a series of direct/cyclic shear tests are performed on CCBP under static and dynamic normal load conditions to study the frictional behavior effect by the shear velocities, normal impact frequencies, horizontal shear frequencies, normal impact force amplitudes, horizontal shear displacement amplitudes and normal load levels. According to the experimental results, apparent friction coefficient k ($k=F_{Shear}/F_{Normal}$) shows different patterns under static and dynamic load conditions at the stable shear stage. k is nearly constant in direct shear tests under constant normal load conditions (DCNL), while it is cyclically changing with nearly constant peak value and valley value for the direct shear tests under dynamic normal load conditions (DDNL), where k increases with decreasing normal force and decreases with increasing normal force. Shear velocity has little influence on peak values of k for the DCNL tests, but increasing shear velocity leads to increasing valley values of k for DDNL tests. It is also found that, the valley values of k ascend with decreasing impact normal force amplitude in DDNL tests. The changing pattern of k for the cyclic shear tests under constant and dynamic normal load conditions (CCNL and CDNL tests) are similar, but the peak value of k is smaller in CDNL tests than that in CCNL tests. Normal load levels, shear displacement amplitudes, vertical impact frequencies, horizontal shear frequencies and normal impact force amplitudes have little influence on the changing pattern of k for the cyclic shear tests. The tests of this study provide useful data in understanding the frictional behavior of the CCBP under distinct loadings, and these findings are very important for analyzing the stability of the jointed geotechnical structures under complicated in situ stress conditions.