• 한국건축시공학회지
• /
• 제15권5호
• /
• pp.465-471
• /
• 2015

철근콘크리트 기둥에서 횡 보강근의 시공성 및 구속효과를 향상시키기 위하여 본 연구에서는 내부 크로스타이의 대체로서 V형 띠철근의 배근방법을 제시하였다. 제시된 V형 띠철근의 부착응력-미끄러짐 관계를 파악하기 위하여 콘크리트 강도 및 V형 띠철근의 절곡각도와 묻힘길이를 주요변수로 35개의 직접인발 실험체를 제작하였다. V형 띠철근의 부착강도는 절곡각도가 $60^{\circ}$ 이하에서 CEB-FIP 기준 식보다 높게 있었다. V형 띠철근의 시공성 및 부착거동을 고려하면, V형 띠철근의 최적 절곡각도 및 묻힘길이는 각각 $45^{\circ}$와 $6d_b$ 이상으로 제시될 수 있었는데, 여기서 $d_b$는 띠철근 직경이다.

• 전기학회논문지
• /
• 제65권1호
• /
• pp.9-15
• /
• 2016

Distribution networks are operated in radial fashion during the normal state. Loop configuration is also required temporally in case of live load transfer among the adjacent feeders. Voltage angles of each substation buses are very important data in order to calculate power flow of the loop structured distribution feeders. This paper proposes substation bus voltage angle calculation method using voltage angle difference measured at the normally open tie switches. Simulation case studies using Matlab simulink have been performed to establish feasibility of proposed method.

• 조명전기설비학회논문지
• /
• 제29권7호
• /
• pp.14-21
• /
• 2015

Distribution systems are operated in radial structure, but temporal loop structure could be founded the live load transfer. Main purposes of reconfiguration of distribution network are load balancing, loss minimization and voltage drop maintaining. In the loop structure, huge loop current can be flowed between two substations in case of large voltage angle difference. Protection devices of distribution line can be triped by this huge loop current. So, precise calculation of loop current is very important for secure switching. This paper proposes a novel calculation method of loop current using the voltage angle differences measured at the tie switches. Feasibility of the propose method has been verified by various case studies based on Matlab simulation.

• Structural Engineering and Mechanics
• /
• 제73권2호
• /
• pp.143-152
• /
• 2020

Deep coupling beams are more prone to suffer brittle shear failure. The addition of steel fibers to seismic members such as coupling beams can improve their shear performance and ductility. Based on the test results of steel fiber reinforced concrete(SFRC) coupling beams with span-to-depth ratio between 1.5 and 2.5 under lateral reverse cyclic load, the shear mechanism were analyzed by using strut-and-tie model theory, and the effects of the span-to-depth ratio, compressive strength and volume fraction of steel fiber on shear strengths were also discussed. A simplified calculation method to predict the shear capacity of SFRC deep coupling beams was proposed. The results show that the shear force is mainly transmitted by a strut-and-tie mechanism composed of three types of inclined concrete struts, vertical reinforcement ties and nodes. The influence of span-to-depth ratio on shear capacity is mainly due to the change of inclination angle of main inclined struts. The increasing of concrete compressive strength or volume fraction of steel fiber can improve the shear capacity of SFRC deep coupling beams mainly by enhancing the bearing capacity of compressive struts or tensile strength of the vertical tie. The proposed calculation method is verified using experimental data, and comparative results show that the prediction values agree well with the test ones.

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

• Computers and Concrete
• /
• 제28권6호
• /
• pp.621-634
• /
• 2021

For the reliable strut-and-tie model (STM) design of disturbed regions of concrete members, structural designers must accurately determine the strength of concrete struts to check the strength conditions of a selected STM el and the anchorage of reinforcing bars in nodal zones. In this study, the author proposed a consistent numerical method for strut strength, applicable to all two-dimensional STMs. The proposed method includes the effects of a biaxial stress state associated with tensile strains in reinforcing bars crossing a strut, deviation angle between strut orientation and compressive principal stress flow, and degree of confinement provided by reinforcement. The author examined the method's validity through the STM prediction of the ultimate strengths of 517 reinforced concrete (RC) deep beams, 24 RC panels, and 258 RC corbels, all tested to failure.

• 콘크리트학회논문집
• /
• 제11권3호
• /
• pp.3-12
• /
• 1999

This study presents a suggestion of regulation of skewed slab bridge. In order to find the characteristic behavior of skew bridge, many cases of skew bridges were analyzed with changed angle of skew. The comparison of design methods for cantilever part in pier was also made. It was found that : (1) The lower the skew angle was, the higher the maximum support reaction forces at the end point were. (2) The higher the ratio of L/B was, the higher the maximum support reaction force at the point was. (3) The effect of skew may be neglected for skew angles of $70^{\circ}$or more. (4) If elastic springs are applied to the boundary conditions to simulate the rubber pad bearings, the results will be more reasonable. (5) The shear deformation effect must be considered in the analysis of cantilever part of substructure. (6) Using strut and tie model to design cantilever part of pier, it will be more simple than finite element method with same accuracy and more accurate than using frame element.

• 건축역사연구
• /
• 제19권3호
• /
• pp.107-124
• /
• 2010

The coner high column method that is used in the multi-roof building Sungryemoon seems to have been used for the first time during the Choseon Dynasty, and it's characteristics and trend of usage are studied in this paper. In the results, it was confirmed that the coner high column method is economic and structurally safe, and selectively combines the structural factors used in the Chinese seats. It was found that this method was a newly adopted construction method to effectively express the authority of the country with the establishment of a new dynasty. Also the meaning of the method could be guessed since it was continuously used in important structures from the Choseon Dynasty to the Daehan Empire, in spite of the new multi-roof building technologies.

• 한국정보통신학회논문지
• /
• 제20권6호
• /
• pp.1057-1062
• /
• 2016

본 논문에서는 UWB 대역(3.1-10.6 GHz)에서 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 간격계수에 따른 입력 반사계수와 이득 특성을 분석하였다. 최적화된 안테나를 FR4 기판 상에 제작하고 특성을 실험한 결과 전압 정재파비(voltage standing wave ratio; VSWR) < 2 이하인 대역은 2.95-11.31 GHz으로 UWB 대역에서 동작함을 확인하였다. 또한, 대수-주기 다이폴 배열 안테나에 비해 제안된 안테나의 길이와 폭은 각각 32.1 %와 18.3 %가 축소되었다.

• 한국주거학회논문집
• /
• 제8권3호
• /
• pp.219-230
• /
• 1997

Lack of technical standards, specification and inadequate execution in masonry wall construction in Korea lead to produce serious flaw problems such as crack, efflorescene, and upset etc.. The purpose of this paper is to present the practical details for Masonry cavity wall construction to prevent rain penetration and to accommodate differential movement between the inner and outer wythes of cavity walls. Considering rain penetration and differential movement of both wythes of cavity walls, provision of an adequate air space, an airtight back-up wall, clean cavity with weepholes and vents, properly positioned flashing, tie and shelf angle etc. depend on the cavity wall types will help ensure good performance. The present details included noncorrosive hot dip galvanized steel or stainless steel for metal components, plastic and ultra violet resistant polypropylene Copolymer for other components was taken into account the construction method and several types of cavity walls in Korea