• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2008년도 춘계 학술발표회 제20권1호
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• pp.393-396
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• 2008

본 논문에서는 띠철근 간격에 따른 고강도 콘크리트 기둥의 내화 성능에 대한 실험결과를 제시하고 있다. 단면 크기 305${\times}$305mm이 고강도 콘크리트 기둥을 3개 제작하였으며, 띠철근 간격은 150, 210, 300mm 이었다. 시험시의 압축강도는 69MPa이었다. 시험 결과로서, 고강도 콘크리트 기둥의 내화 성능은 띠철근 간격에 큰 영향을 받는 것으로 나타났다. 띠철근 간격이 줄어들수록 내화 성능이 증가하는 것으로 나타났다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 가을 학술발표회 논문집
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• pp.29-34
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• 2001

An experimental study was conducted to investigate the effectiveness of transverse reinforcement in reinforced concrete tied columns subjected to monotonically increasing axial compression. Eighteen large-scale columns(260$\times$260$\times$120mm) were fabricated to simulate similarly an actual structural members size. Effects of main variables such as the concrete compressive strength, the tie configuration, the transverse reinforcement ratio, the tie spacing, and the spatting of the concrete cover were studied in this research program.

• 한국지진공학회논문집
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• 제21권1호
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• pp.21-29
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• 2017

Purpose of this study is to investigate structural behavior of the rectangular hollow column with various transverse reinforcement details. Experimental variables are diameter, arrangement details and lateral spacing of cross tie. A total of 66 column specimens have been prepared and tested under axial compressive load. Test results showed that behaviors of column specimens were different depending on the cross tie details. Specimens with cross tie wrapping longitudinal steel and transverse steel have greater strength and ductility than specimens with cross tie wrapping the longitudinal steel.

• 한국구조물진단유지관리공학회 논문집
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• 제6권2호
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• pp.245-253
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• 2002

This study was focused on the effect of concrete strength and lateral ties of concrete columns using high-strength concrete. Thirty-six concrete columns with 20cm square cross-section were tested. Experimental parameters included the concrete strength, the distribution of longitudinal bars and the volumetric ratio, yield strength, spacing of lateral ties. From the experiments, we found that: 1) the increasing rate of the strength and ductility of concrete columns caused by confinement of lateral ties was decreasing, as the concrete strength increased. 2) The high volumetric ratio and the reduction of tie spacing had a tendency to enhance the strength and improve the ductility. 3) The high-strength concrete columns required high volumetric ratio of lateral ties to maintain the proper strength and ductility. It was observed that the current AIK design code to specify the maximum tie spacing of high-strength concrete columns led to the poor strength and ductility for seismic design.

• Journal of the Optical Society of Korea
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• 제16권2호
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• pp.162-165
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• 2012

Bow-tie modes were proposed in a grooved rectangular resonator and their lasing characteristics were investigated in semiconductor microcavities. The observed spacing between two adjacent lasing peaks from the grooved cavity was reduced compared to that of 4-bounce whispering gallery modes (WGMs) from the same-sized simple rectangular cavity due to increased round-trip path length of the bow-tie modes. The lasing spectra of bow-tie modes obtained from two adjacent corners showed highly correlated patterns while those of 4-bounce WGMs did not.

• 한국정보통신학회:학술대회논문집
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• 한국정보통신학회 2016년도 춘계학술대회
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• pp.81-82
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• 2016

본 논문에서는 UWB 대역에서 동작하는 소형 대수-주기 반-보우타이 다이폴 배열 안테나에 대한 설계 방법에 대하여 연구하였다. 제안된 안테나는 일반적인 대수-주기 다이폴 배열 안테나에서 사용되는 스트립 형태의 다이폴 소자 대신에 반-보우타이 형태의 다이폴 소자를 사용하고 소자간의 간격을 줄여 소형화하였다. 반-보우타이 다이폴 소자의 벌어지는 각도와 소자 사이의 간격에 따른 입력반사계수와 이득 특성을 분석하였다. 최적화된 안테나를 FR4 기판에 설계하였고, 전압 정재파비(VSWR; voltage standing wave) < 2인 대역이 3.05-13.96 GHz으로 UWB 대역에서 동작하는 것을 확인하였다.

• 한국구조물진단유지관리공학회 논문집
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• 제11권3호
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• pp.95-104
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• 2007

편심 하중을 받는 철근 콘크리트 기둥에서 띠철근과 콘크리트 강도의 영향을 파악하기 위하여 콘크리트 압축강도, 띠철근 배근간격 및 형상, 편심비를 주요 변수로 하여 단면 $200mm{\times}200mm$의 시험체 24개를 실험하였다. 이러한 연구를 통하여 콘크리트 기둥은 편심거리비, 띠철근 배근간격, 띠철근 배근형태 등에 관계없이 콘크리트 강도가 증가할수록 취성적으로 거동하였고, 편심거리비가 증가할수록 띠철근 배근에 의한 연성 증가 효과는 감소함을 알 수 있었다. 띠철근 배근간격이 100mm에서 30mm로 줄어들 경우, 최대 내력은 10~20% 증가하였으며, 최대 내력 이후에도 보다 연성적으로 거동하였다. 그러므로 고강도 콘크리트 기둥에서 적당한 연성과 강도를 확보하기 위해서는 일반강도 콘크리트에 비하여 더 많은 띠철근 체적비와 밀실한 띠철근 배근이 필요하였으며, 띠철근 배근 간격만을 제한하는 현재의 대한건축학회 내진 기준은 고강도 콘크리트 사용 시 띠철근의 배근 효과와 부재 연성 확보 측면에서 불안전하였으며, 띠철근을 콘크리트 강도와 연계하는 새로운 내진 기준이 필요한 것으로 나타났다.

• 대한건축학회논문집:구조계
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• 제35권7호
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• pp.171-178
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• 2019

Auto Climbing Formwork System (ACS) for construction of high-rise building is a construction method for automatically lifting the formwork system supported by the anchor on the pre-constructed concrete wall. It has excellent construction speed and quality, but it has the possibility of structural failure depending on the quality of concrete and also has low economical efficiency due to the use of foreign technology. In order to overcome these problems, this study conducted an optimum design for the development of a new concept of Corner Supported Auto Climbing System (CS-ACS) in conjunction with the development of corner steel-reinforced concrete core wall system. For the design the formwork system, the basic module and structural member compositions were planned, and the structural analysis program was used to analyze the optimum member's cross section and spacing. As a result, the horizontal displacement and the stress of the horizontal members were influenced by the spacing more than the cross-section of the member. On the other hand, vertical members did not affect the displacement and stress of the formwork system. The form tie was very effective in controlling the displacement when adjusting the spacing of the horizontal members, but when the spacing of the form tie is more than 1,500mm, it is analyzed that form tie is yielding in basic module. When the span of the formwork system is more than 30m, it is analyzed that the basic module needs to be changed because of the increase of overall displacement.

• ETRI Journal
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• 제34권1호
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• pp.118-121
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• 2012

In this letter, a miniaturized log-periodic dipole array (LPDA) antenna operating from 1 GHz to 6 GHz is proposed for portable direction finding applications. To reduce the lateral size of an LPDA antenna, bow-tie elements and a top-loading technique are utilized and spacing factor is decreased to reduce the spacing between the LPDA elements. The proposed miniaturized LPDA antenna has the measured gain and front-to-back ratio ranging from 1.2 dBi to 3 dBi and from 7 dB to 22 dB, respectively.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 봄 학술발표회 논문집
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• pp.1091-1096
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• 2003

Pullout tests of single headed bars using plain concrete blocks indicate that the embedment depth of $10d_b$ is in general required for the headed bars to develop pullout strength equivalent to 125% of bar yield strength. In this experimental study, test results of multiple headed bars installed in reinforced concrete column sections are presented. Test variables included embedment depth, column main reinforcement ratio, and spacing of column ties. 2D29 bars were pulled out at one time from normal strength concrete. Test results indicated that the embedment depths, column tie spacings, and column main reinforcement ratios all influenced the pullout strengths of the headed bars. When the embedment depth was not sufficient, narrow tie spacings especially resulted in increased pullout strengths of the headed bars. Test results also indicated that the embedment depth of 15㏈ was sufficient for the closely spaced two headed bars (head-to-head spacing =$6d_b$) to develop pullout strength equivalent to 125% of the bar yield strength.