• 한국공간구조학회논문집
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• 제22권4호
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• pp.23-30
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• 2022

It is effective to apply hybrid damping device that combine separate damping device to cope with various seismic load. In this study, HRS hybrid damper(hybrid rubber slit damper) in which high damping rubber and steel slit plate are combined in parallel was proposed and structural performance tests were performed to review the suitability for seismic performance. Cyclic Loading tests were performed in accordance with criteria presented in KDS 41 17 00 and MOE 2019. As a result of the test, the criteria of KDS 41 17 00 and MOE2019 was satisfied, and the amount of energy dissipation increased due to the shear deformation of the high-damping rubber at low displacement. Result of performing the RC frame test, the allowable story drift ratio was satisfied, and the amount of energy dissipation increased in the reinforced specimen compared to the non-reinforced specimen.

• 한국강구조학회 논문집
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• 제25권5호
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• pp.475-486
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• 2013

본 연구는 압축가새의 변형을 FLD부분에 집중시켜 압축가새의 좌굴안정성을 확보하는 슬릿형 FLD에 관한 것이다. 4개 및 8개의 슬릿형 실험체를 슬릿길이 별로 단순압축실험하였다. 그 결과를 유한요소해석과 비교 검토하여 해석의 유효성을 입증하였다. 또한 전단면을 구성하는 단위요소를 이상화된 샌드위치 단면으로 치환하여, 슬릿개수와 슬릿길이를 변수로 하는 압축력과 축방향 변형의 관계식을 유도하였다. 이 식은 주어진 범위 내에서 실험결과와 좋은 대응을 보인다. 본 연구는 FLD설계의 기본데이터로써 이용 될 수 있다.

• Earthquakes and Structures
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• 제18권2호
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• pp.215-222
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• 2020

In this paper, slit steel rubber bearing is presented as an innovative seismic isolator device. In this type of isolator, slit steel damper is an energy dissipation device. Its advantages in comparison with that of the lead rubber bearing are its simplicity in manufacturing process and replacement of its yielding parts. Also, slit steel rubber bearing has the same ability to dissipate energy with smaller value of displacement. Using finite element method in ABAQUS software, a parametric study is done on the performance of this bearing. Three different kinds of isolator with three different values of strut width, 9, 12 and 15 mm, three values of thickness, 4, 6 and 8 mm and two steel types with different yield stress are assessed. Effects of these parameters on the performance characteristics of slit steel rubber bearing are studied. It is shown that by decreasing the thickness and strut width and by selecting the material with lower yield stress, values of effective stiffness, energy dissipation capacity and lateral force in the isolator reduce but equivalent viscous damping is not affected significantly. Thus, by choosing appropriate values for thickness, strut width and slit steel damper yield stress, an isolator with the desired behavior can be achieved. Finally, the performance of an 8-storey frame with the proposed isolator is compared with the same frame equipped with LRB. Results show that SSRB is successful in base shear reduction of structure in a different way from LRB.

• 대한조선학회지
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• 제7권2호
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• pp.27-40
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• 1970

The distribution of stress and strain in elastic stages is investigated by the experiments of two dimensional photoelastic coating and Moire fringe method. Center block type and cover plate type of fillet welds are used as specimens in the test. The results are as follows. 1) Center block type gets less uniform stress distribution than cover plate type. And its stress concentration factor, especially at root, is larger than that at toe. 2) When main plate and cover plate closely contact and it cause friction, stress concentration decreases more than that in case of slit. That is because stress can be transmitted on the contact surface. 3) When slit is made, the outside of fillet gets more stress than the inside of it. 4) While the plastic strain distribution of center block type reaches the maximum at root and differs very slightly from that under lower loading, the plastic strain distribution of cover plate type is inclined to get the maximum at the outside of fillet rather than at root. 5) When the plastic strain value of cover plate type is compared with that of center block type at toe and root, the relations between the former and the latter shows root<toe and root>toe. 6) Because stress distribution becomes changed according to loading, fracture angle cannot be estimated by the peaks of elastic stress distribution. 7) The strain distribution just before fracture can be found by Moire fringe method.

• ETRI Journal
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• 제30권4호
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• pp.603-605
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• 2008

A novel design for equilateral-triangular microstrip antennas with switchable resonant frequency is proposed. For dual-frequency operation, the proposed design is achieved by loading a pair of slits in the triangular patch, and two PIN diodes are utilized to switch the slits on or off. By increasing the length of the slits, the lower resonant frequency can be varied in the range from 1.22 GHz to 1.72 GHz whereas the upper resonant frequency remains unchanged.

• 한국강구조학회 논문집
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• 제25권1호
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• pp.81-92
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• 2013

기존 내진설계의 목적은 구조물의 갑작스런 피해로 인한 인명손실을 방지하는 것이다. 지난 수십년간 구조물의 내진성능을 향상시키기 위해서 효과적인 지진저항시스템을 개발하는 수많은 연구들이 진행되었다. 본 연구의 목적은 내진성능을 향상시킴과 동시에 지진 이후 보수가 편리하도록 하는 새로운 제진시스템을 제안하는데 있다. 제안된 제진시스템은 벽의 하부에 슬릿을 두고 제진장치가 수평으로 작동하도록 하여 지진에너지를 소산하도록 계획되었다. 제안된 시스템의 이력거동과 에너지소산능력을 조사하기 위해서 반복가력실험을 실시하였다. 실험결과는 제안된 시스템이 안정된 이력응답을 나타내며, 에너지의 소산은 제진장치에 집중되는 것을 보여준다.

• 국제강구조저널
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• 제18권4호
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• pp.1210-1218
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• 2018

A new type of earthquake-resisting element that consists of a steel plate shear wall with slits is introduced. The infill steel plate is divided into a series of vertical flexural links with vertical links. The steel plate shear walls absorb energy by means of in-plane bending deformation of the flexural links and the energy dissipation capacity of the plastic hinges formed at both ends of the flexural links when under lateral loads. In this paper, finite element analysis and experimental studies at low cyclic loadings were conducted on specimens with steel plate shear walls with multilayer slits. The effects caused by varied slit pattern in terms of slit design parameters on lateral stiffness, ultimate bearing capacity and hysteretic behavior of the shear walls were analyzed. Results showed that the failure mode of steel plate shear walls with a single-layer slit was more likely to be out-of-plane buckling of the flexural links. As a result, the lateral stiffness and the ultimate bearing capacity were relatively lower when the precondition of the total height of the vertical slits remained the same. Differently, the failure mode of steel plate shear walls with multilayer slits was prone to global buckling of the infill steel plates; more obvious tensile fields provided evidence to the fact of higher lateral stiffness and excellent ultimate bearing capacity. It was also concluded that multilayer specimens exhibited better energy dissipation capacity compared with single-layer plate shear walls.

• 대한전자공학회논문지TC
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• 제41권10호
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• pp.103-108
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• 2004

본 논문에서는 크로스 개구결합 급전 구조의 소형 GPS 단말기용 안테나를 소형화하기 위해 대칭적인 4개의 T-슬릿이 방사 패치에 부설되었다. 부설된 슬릿 주위에 표면 전류 경로의 증가는 등가적인 인덕턴스 성분을 유기하고 공진형 안테나의 저차 모드의 공진 주파수를 낮추어 안테나의 소형화 특성을 개선함을 확인하였다 슬릿 부설에 따른 공진 주파수는 2.545GHz에서 1.575GHz로 약 44.65%까지 감소시킬 수 있었으며, 안테나 소형화를 위해 부설된 슬릿이 원편파 기본 동작 모드에 미치는 영향을 법선 전기장 성분을 통해 확인하였다. 측정된 안테나의 임피던스 대역폭(VSWR≤2)과 3dB 축비 대역폭은 21MHz와 19MHz로 양호한 특성을 나타내었다.

• Advances in materials Research
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• 제5권3호
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• pp.193-203
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• 2016

Compared to metal-to-metal tribology, polymer tribology presents further complexity as it is more prone to be influenced by operating conditions. Over the past two decades, progress in the field of wear of polymers has led to the establishment of more refined wear mechanisms. The current paper establishes the link between different load parameters and the wear rate of polymers, based on experimental investigations. A pin-on-plate reciprocating tribometer was used to examine the wear behaviour of polyamide sliding against a steel counterface, under constant and fluctuating loads, in dry conditions. In addition, the influence of controlled imperfections in the polymer surface upon its wear rate were examined, under cyclic and steady loading, in order to better understand surface fatigue wear of polymers. The imposed imperfections consisted of vertical artificial deep crack (slit) perpendicular or parallel to the direction of sliding. The study concludes with the followings findings; in general, wear of polymers shows a significant tendency to the type of applied load. Under cyclic loads, polymers show an increase in wear rate compared to those tested under static loads. Such increase was found to increase with the increase in cyclic load frequency. It is also demonstrated that surface cracks results in higher wear rates, particularly under cyclic loads.

• Earthquakes and Structures
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• 제23권1호
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• pp.59-73
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• 2022

In this study, the seismic behavior of an all-steel buckling-restrained (AB) steel plate shear wall (SPSW) with incline slits under fire and cyclic loading was investigated. ABSPSW was composed of two thin steel infill plates with a narrow distance from each other, which were embedded with incline slits on each plate. These slits were in opposite directions to each other. The finite element (FE) numerical model was validated with three test specimens and after ensuring the modeling strategy, the parametric study was performed by considering variables such as wall plate thickness, slit width, strip width between two slits, and degree of temperature. A total of 256 FE numerical models were subjected to coupled temperature-displacement analysis. The results of the analysis showed that the high temperature reduced the seismic performance of the ABSPSW so that at 917℃, the load-bearing capacity was reduced by 92%. In addition, with the increase in the temperature, the yield point of the infill plate and frame occurred in a small displacement. The average decrease in shear strength at 458℃, 642℃, and 917℃ was 18%, 46%, and 92%, respectively, compared to the shear strength at 20℃. Also, with increasing the temperature to 917℃, ductility increased by an average of 75%