• 한국공작기계학회:학술대회논문집
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• 한국공작기계학회 1999년도 추계학술대회 논문집 - 한국공작기계학회
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• pp.440-445
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• 1999

One of the important technical issues is how to decrease thermal expansion of ballscrew in proportion to the increase of machining speed. When measuring force of stretch of ballscrew, since not only actual expansion and the value of bending have to be considered, it's impossible to definite the exact value of expansion. In addition, support bearings of ballscrew gain considerable force in axial direction. It also generates thermal expansion on the ballscrew, and deteriorates the bearings. In conclusion, it's impossible to give the pretension enough to absorb the all elongation due to thermal expansion generated during machine running. If gave, bed, column and saddle are all bent to change machine accuracy, and the pretension of support bearing of ballscrew in machine tool.

• 대한물리의학회지
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• 제5권1호
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• pp.113-123
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• 2010

Purpose : The purpose of this study was to investigate how upper-extremity-movement of PNF(proprioceptive neuromuscular facilitation) with elastic band has effected on arrangement of body and weight-bearing. Methods : The object has worked with 20 patient

• 한국철도학회:학술대회논문집
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• 한국철도학회 2006년도 추계학술대회 논문집
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• pp.565-580
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• 2006

Set in constant increase and period current of lively technical development of railroad use and construction of cable stayed bridge railway bridge, one of bridge form of most suitable that think side police officer and the material enemy of bridge that use long rail, is increasing laying stress on the foreign countries. Main tower fixing department of this cable stayed bridge is consisted of main tower flange that support bearing plate, bay ring plate bearing plate, support end rib and diaphragm etc, as stress transmission mechanic that tensility of cable socket into normal force of main tower, and is used this time. These structural elements is very complex the structure and direction of load delivered from socket specially calbe particularly be different, and need FEM analysis that use Thick Shell element for suitable arrangement of mutual stress flowing grasping and absence that follow hereupon because all of the each support plate angle that suport this differ.

• 한국기계가공학회지
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• 제13권5호
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• pp.8-14
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• 2014

A slewing reducer consists of two planetary gearsets which require a good load distribution over the gear tooth flank for enhanced durability. This work investigates how the bearing characteristics influence the load distribution over the gear tooth flank. A complete system model is developed to analyze a slewing reducer, including the non-linear mesh stiffness of the gears and the non-linear stiffness of bearings. The results indicate that the type, arrangement and preload of the output shaft bearings greatly influence the gear mesh misalignment, contact pattern, face load factor, gear safety factor and lifetimes of the parts.

• 한국지진공학회논문집
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• 제23권1호
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• pp.9-18
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• 2019

In 2017 Pohang Earthquake, a number of residential buildings with pilotis at their first level were severely damaged. In this study, the results of an analytical investigation on the seismic performance and structural damage of two bearing wall buildings with pilotis are presented. The vibration mode and lateral force-resisting mechanism of the buildings with vertical and plan irregularity were investigated through elastic analysis. Then, based on the investigations, methods of nonlinear modeling for walls and columns at the piloti level were proposed. By performing nonlinear static and dynamic analyses, structural damages of the walls and columns at the piloti level under 2017 Pohang Earthquake were predicted. The results show that the area and arrangement of walls in the piloti level significantly affected the seismic safety of the buildings. Initially, the lateral resistance of the piloti story was dominated mainly by the walls resisting in-plane shear. After shear cracking and yielding of the walls, the columns showing double-curvature flexural behavior contributed significantly to the residual strength and ductility.

• Geomechanics and Engineering
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• 제19권4호
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• pp.329-342
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• 2019

In this paper, the effect of a group of sand columns in the loose soil bed using triaxial tests was studied. To investigate the effect of geotextile reinforcement type on the bearing capacity of these sand columns, Vertical encased sand columns (VESCs) and horizontally reinforced sand columns (HRSCs) were used. Number of sixteen independent triaxial tests and finite element simulation were performed on specimens with a diameter of 100 mm and a height of 200 mm. Specimens were reinforced by either a single sand column or three sand columns with the same area replacement ratio (16%) to evaluate the Influence of the column arrangement. Effect the number of sand columns, the length of vertical encasement and the number of horizontal reinforcing layers were investigated, in terms of bearing capacity improvement and economy. The results indicated that the ultimate bearing capacity of the samples with three ordinary sand columns (OSCs) is eventually about 11% more than samples with an OSC. Also, comparison of the column reinforcing modes showed that four horizontal layers of geotextile achieved similar performance to a vertical encasement geotextile at the 50% of the column height, from the viewpoint of strength improvement, while from the viewpoint of economy, the geotextile needed for encasing the single column is around 2.5 times of the geotextile required for four layers.

• 한국구조물진단유지관리공학회 논문집
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• 제15권5호
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• pp.124-135
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• 2011

연속교의 교대부와 교각부에 설치되는 받침 용량은 통상적으로 각 지점에 작용하는 최대수직반력의 크기에 따라 결정되며 교각부에 더 큰 용량의 받침이 위치한다. 본 연구에서는 지진격리장치가 적용된 세 가지 받침배치에 따른 사교의 지진거동 변화를 비교 분석하여 연속 사교의 지진성능 향상 가능성을 검토하였다. 기존 받침배치(Case A)를 기준으로 교각부에 설치되는 납고무받침(LRB)의 수평강성에 변화를 주어 세 가지 받침배치(Case A, Case B, Case C)를 선정하였다. 납고무받침 자체의 감쇠효과가 고려된 hybrid response spectrum을 이용한 응답스펙트럼 해석을 수행하여 총 36개의 연속 플레이트 거더 사교들의 지진거동을 조사하였다. 해석결과 교대부에 설치된 LRB와 유사한 수평강성 또는 작은 수평강성을 가진 LRB를 교각부에 설치할 때 훨씬 바람직한 사교의 지진거동이 유발되었다. 즉, 교각부에 설치되는 LRB의 수평강성 변화는 사교의 고유진동주기를 길게 하고 모드형상에 변화를 유발시켜 전체밑면전단력과 교각부에서의 최대밑면전단력 그리고 거더에 걸리는 응력을 크게 감소시킨다. 비록 하부구조의 유연성이 증가할수록 받침배치 변경에 따른 지진거동의 긍정적인 효과가 다소 감소되지만, 10m 미만의 교각 높이를 가지면서 지진격리받침(LRB)이 설치된 연속 플레이트 거더 사교의 경우 제안된 받침배치는 지진성능 향상을 가져온다.

• 한국지반공학회논문집
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• 제29권5호
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• pp.5-17
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• 2013

본 논문에서는 열응력에 따른 PHC 에너지파일의 축하중과 침하량의 변화를 수치해석을 통하여 분석하였다. 이를 위해 $3{\times}3$, $5{\times}5$ 배열 군말뚝 형태의 에너지파일을 말뚝 간격과 배치, 지반조건, 말뚝의 선단지지조건 및 말뚝 캡의 강성도 등의 조건으로 구분하여 수치해석을 수행하였다. 본 연구 결과 말뚝 중심 간격이 클수록 온도변화에 따른 말뚝의 축하중 차이가 크게 나타났고, 사질토지반이 점성토지반 보다 온도변화에 의한 침하량의 변화가 크게 나타났다. 또한, 에너지파일이 모서리부에 위치할 때 말뚝의 축하중 차이가 가장 크게 나타났으며, 말뚝의 선단이 암반에 지지된 경우 온도변화에 의한 축하중 변화가 더 크게 발생하여 침하량이 감소하는 것을 확인하였다. 말뚝 캡의 강성도에 대한 영향은 말뚝 캡의 강성이 커질수록 온도변화에 의한 침하량이 감소하는 것으로 나타났다.

• Steel and Composite Structures
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• 제23권6호
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• pp.633-646
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• 2017

The compressive behavior of special-shaped concrete filled tube (CFT) mega column coupled with multiple cavities is studied by testing six columns subjected to cyclically uniaxial compressive load. The six columns include three pentagonal specimens and three hexagonal specimens. The influence of cavity construction, arrangement of reinforcement, concrete strength on failure feature, bearing capacity, stiffness, and residual deformation is examined. Experimental results show that cavity construction and reinforcements make it possible to form a combined confinement effect to in-filled concrete, and the two groups of special-shaped CFT columns show good elastic-plastic compressive behavior. As there is no axial bearing capacity calculation method currently available in any Code of practice for special-shaped CFT columns, values predicted by normal CFT column formulas in GB50936, CECS254, ACI-318, EC4, AISCI-LRFD, CECS159, and AIJ are compared with tested values. The calculated values are lower than the tested values for most columns, thus the predicted bearing capacity is safe. A reasonable calculation method by dividing concrete into active and inactive confined regions is proposed. And high accuracy shows in estimating special-shaped CFT columns either coupled with multiple cavities or not. In addition, a finite element method (FEM) analysis is conducted and the simulated results match the test well.

• Nuclear Engineering and Technology
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• 제56권1호
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• pp.78-91
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• 2024

Double steel plate concrete composite shear wall (SCSW) has been widely utilized in nuclear power plants and high-rise structures, and its shear connectors have a substantial impact on the seismic performance of SCSW. Therefore, in this study, the mechanical properties of SCSW with angle stiffening ribs as shear connections were parametrically examined for the reactor containment structure of nuclear power plants. The axial compression ratio of the SCSW, the spacing of the angle stiffening rib arrangement and the thickness of the angle stiffening rib steel plate were selected as the study parameters. Four finite element models were constructed by using the finite element program named ABAQUS to verify the experimental results of our team, and 13 finite element models were established to investigate the selected three parameters. Thus, the shear capacity, deformation capacity, ductility and energy dissipation capacity of SCSW were determined. The research results show that: compared with studs, using stiffened ribs as shear connectors can significantly enhance the mechanical properties of SCSW; When the axial compression ratio is 0.3-0.4, the seismic performance of SCSW can be maximized; with the lowering of stiffener gap, the shear bearing capacity is greatly enhanced, and when the gap is lowered to a specific distance, the shear bearing capacity has no major affect; in addition, increasing the thickness of stiffeners can significantly increase the shear capacity, ductility and energy dissipation capacity of SCSW. With the rise in the thickness of angle stiffening ribs, the improvement rate of each mechanical property index slows down. Finally, the shear bearing capacity calculation formula of SCSW with angle stiffening ribs as shear connectors is derived. The average error between the theoretical calculation formula and the finite element calculation results is 8% demonstrating that the theoretical formula is reliable. This study can provide reference for the design of SCSW.