• 한국주거학회논문집
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• 제17권3호
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• pp.111-121
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• 2006

The objective of the study is to derive the quantitative result and method from the solar simulation on the traditional architectonic control methods and their effects for the sunshine on Ddeuljip in Northern Area of Kyongsang-Bukdo Province, Korea. The Ddeuljip(rectangular-shaped housing plan having an inner court) has distinctive form to introduce plentiful sunshine deep inside to the house in spite of disadvantageous condition resulted from the structure of traditional housing composition, that is, Ickrang(linkage block connecting buildings). From the research on the Ddeuljip, following results were derived: First, in the plan the sunshine environment was improved by placing the master bedroom on the right diagonally, or projecting it toward the Ickrang when there isn't enough space for the inner court and the Daechung(wooden floored main hall). Second in the elevation specific sunshine control methods were developed by increasing the height of the master bedroom, reducing the eaves of south elevation, or differentiating the height of ceiling structure gradually.

• Structural Engineering and Mechanics
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• 제87권4호
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• pp.347-361
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• 2023

This research aims to assess the behavior of reinforced concrete (RC) residential buildings when moment-resisting frames (MRFs) are used as the lateral resisting system. This investigation was conducted using MIDAS Gen v.19.0. Buildings with various plan footprints (Square, Rectangular, Circular, Triangular, and Plus-Shaped), and different heights (15 m, 30 m, 45 m, and 60 m) are investigated. The defined load cases, the equivalent static lateral load pattern, and the response spectrum function were defined as stated by the American Standard (ASCE 7-16), the 1997 Uniform Building Code (UBC97), the Egyptian Code for Loads (ECP-201), and the European Standard (EC8). Extensive comparisons of the results obtained by the different codes (including the story displacement, the story drift, and the base shear) were undertaken; to assess the response of moment-resisting multi-story framed buildings under lateral loads. The results revealed that, for all study cases under consideration, both ECP-201 and EC8 gave smaller base shear, displacement, and drift by one third to one fourth, around one fourth, around one fifth, respectively for both the ELF and RSA methods if compared to ASCE 7-16 and UBC97.

• 한국구조물진단유지관리공학회 논문집
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• 제16권2호
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• pp.10-18
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• 2012

기존 보강에 대한 연구는 대부분 장방형 보에 대해 휨 보강에 대한 연성 및 내력 증대에 대하여 주로 연구가 되었다. 그리고 일반적으로 철근콘크리트 보-슬래브 구조에서는 시공의 특성상 보와 슬래브의 콘크리트가 동시에 부어넣기되기 때문에 경화 후 일체가 되어 인접한 슬래브는 보의 플랜지를 이루어 보의 강성을 높이고 압축응력을 지지하는 면적을 넓혀 주는 T형보단면을 갖지만 T형보의 휨 거동에 대해 유용한 자료는 부족한 실정이다. 본 연구는 철근콘크리트 T형보를 제작하여 보강재 종류와 위치별로 전단 보강을 실시하여 보강효과 및 구조적 특성을 파악하였으며 다음과 같은 결론을 얻었다. 각종 실험결과를 종합한바, 탄소섬유막대 보강은 콘크리트 내부에 매입되어 일체 거동함으로써 파괴시 거동 및 내력 및 강성 향상 면에서 가장 우수한 것으로 나타났다. 강판 보강은 강성 및 전단내력은 증대 되었으나 보강강도는 큰데 반해 콘크리트와 부착성 저하에 의해 낮은 보강효과를 보였다. 섬유시트 보강은 보강효과는 우수하나 파괴 시 부착성의 한계로 의해 계면박리가 나타나 이에 대한 대책이 필요할 것으로 사료된다.

• Structural Engineering and Mechanics
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• 제65권6호
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• pp.679-687
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• 2018

In composite materials technology, the fiber-reinforced polymers (FRP) have opened up new horizons in infrastructural engineering field for strengthening existing structures and components of structure. The Carbon fiber reinforced polymer (CFRP) sheets are well suited for RC columns to this application because of their high strength to weight ratio, good fatigue properties and excellent resistance to corrosion. The main focus of present experimental work is to investigate effect of shapes on axial behavior of CFRP wrapped RC columns having same cross-sectional area and slenderness ratio. The CFRP volumetric ratio and percentage of steel are also adopted constant for all the test specimens. A total of 18 RC columns with slenderness ratio four were cast. Nine columns were control and the rest of nine columns were strengthened with one layer of CFRP wrap having 35 mm of corner radius. Columns confined with CFRP wrap were designed using IS: 456:2000 and ACI 440.2R.08 provisions. All the test specimens were loaded for axial compression up to failure and failure pattern for each shaped column was investigated. All the experimental results were compared with analytical values calculated as per the ACI-440.2R-08 code. The test results clearly demonstrated that the axial behavior of CFRP confined RC columns is affected with the change in shapes. The axial deformation is higher in CFRP wrapped RC circular column as compared to square and rectangular columns. Stress-strain behaviour revealed that the yield strength gained from CFRP confinement was significant for circular columns as compare to square and rectangular columns. This behaviour may be credited due to effect of shape on lateral deformation in case of CFRP wrapped circular columns at effective confinement action.

• 전기전자학회논문지
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• 제15권4호
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• pp.299-304
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• 2011

본 논문에서는 Ka-대역에서 원형편파기, 임피던스 변환기, 직선 구조 모드변환기가 결합된 원형편파 도관관안테나를 설계 및 제작하였다. 원형 편파기는 유전체를 $45^{\circ}$ 형태로 삽입하는 형태와 타원형상의 단면을 갖는 도파관구조의 두가지 모델을 설계하여 전기적인 주요특성을 비교하였다. 또한, 직선구조 모드변환기는 계단구조의 임피던스 변환구조(stepped impedance transition)를 가지며 도파관을 진행하는 TE 모드의 전력신호를 동축선의 TEM 모드로 변환시키며, 직선모드 변환기의 입력부에 위치한 Feed-through를 통하여, 안테나를 능동모듈에 직접 연결할 수 있도록 설계하였다. 제작된 안테나는 측정결과 30.085~30.885GHz의 주파수대역에서 VSWR < 1.5, Axial ratio < 1.0dB 이하의 광대역특성을 가지며, 동일한 주파수 대역 내에서 6.7 ~ 7.0 dBi의 안테나 이득을 갖는다.

• Computers and Concrete
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• 제29권 6호
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• pp.375-391
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• 2022

This paper examined the impact of the cross-sectional structure on the structural results under different loading conditions of reinforced concrete (RC) members' management limited in Carbon Fiber Reinforced Polymers (CFRP). The mechanical properties of CFRC was investigated, then, totally 32 samples were examined. Test parameters included the cross-sectional shape as square, rectangular and circular with two various aspect rates and loading statues. The loading involved concentrated loading, eccentric loading with a ratio of 0.46 to 0.6 and pure bending. The results of the test revealed that the CFRP increased ductility and load during concentrated processing. A cross sectional shape from 23 to 44 percent was increased in load capacity and from 250 to 350 percent increase in axial deformation in rectangular and circular sections respectively, affecting greatly the accomplishment of load capacity and ductility of the concentrated members. Two Artificial Intelligence Models as Extreme Learning Machine (ELM) and Particle Swarm Optimization (PSO) were used to estimating the tensile and flexural strength of specimen. On the basis of the performance from RMSE and RSQR, C-Shape CFRC was greater tensile and flexural strength than any other FRP composite design. Because of the mechanical anchorage into the matrix, C-shaped CFRCC was noted to have greater fiber-matrix interfacial adhesive strength. However, with the increase of the aspect ratio and fiber volume fraction, the compressive strength of CFRCC was reduced. This possibly was due to the fact that during the blending of each fiber, the volume of air input was increased. In addition, by adding silica fumed to composites, the tensile and flexural strength of CFRCC is greatly improved.

• 한국건축시공학회지
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• 제13권5호
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• pp.434-440
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• 2013

최근 건축은 정형의 건축물의 외관과 설계 범위를 벗어난 비정형의 설계, 시각화, 3차원 모델 구현이 이루어지고 있다. 일반 정형건축물과는 달리 비정형건축물의 지붕과 외벽은 디자인 중심의 외벽시스템과 배수, 방수의 성능을 지닌 지붕마감시스템으로 설계되고 시공되었다. 그러나 비정형 건축물은 외벽과 지붕의 구분이 없어지고 외피로의 개념으로 통합된다. 또한 건축설계의 디자인 트렌드가 정형에서 비정형의 자유로운 형태로 급변하고 있어 각종 현상설계 및 턴키 등 설계경기의 당선을 위하여 비정형의 건축물이 자주 등장하고 있다. 기존 비정형 건축구조물의 곡면외피를 시공하기 위해서는 스틸 각파이프나 C형강으로 비정형 형태를 만들고 거기에 외장을 시공한다. 그러나 이는 공사 기간 지연과 높은 공사비용이 소요되는 문제점이 있다. 제작, 설치, 검측 후 비정형 패널의 부착 오류, 줄눈의 불일치, 곡면의 직선 시공 등의 오류가 매우 빈번히 발생하고 있다. 이에 본 연구는 3차원 좌표제어 기술의 하나인 CNC Twisted Tube 공법을 적용한 구조체의 시공과정을 면밀히 검토하여 3차원 좌표제어 기술로 비정형 건축물의 구현 방안을 제시한다.

• 한국의상디자인학회지
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• 제18권3호
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• pp.71-83
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• 2016

This study attempted to analyze trends of structural changes in the front middle part of men's underwear and get basic data for the development of men's underwear patterns. In terms of a research method, the structure and pattern of the front middle part of men's underwear were analyzed by referring to the design and description of the drawing, focusing on men's underwear which targeted to isolate penis from scrotum among the 'men's underwear' or 'functional men's underwear'-related patents. According to the study, three topics were obtained as follows: a support attached to the inside of the front middle part; inner cloth attached to the inside of the front middle part; change in the structure of the front middle panel. The aspects by the specific topic targeted to isolate penis from scrotum and prevent the scrotum from adhered to a thigh are as follows: 1) When a support is attached to the inside of the front middle part, the following three methods are proposed: Penis isolated from scrotum by a rest which is designed using the band; penis and scrotum rested in the band and in a pocket respectively; protruded rest inside the front middle part of the underwear. 2) When an inner cloth is attached to the inside of the front middle part, the following methods are designed: A pocket-type inner cloth is attached; isolation of penis hole from the scrotum pocket using a rectangular separator; U-shaped pocket designed to rest penis and scrotum is attached. 3) Regarding change in the structure of the front middle panel, the integration of penis and scrotum resting parts can be divided into two cases: Securing a space using wrinkles; keeping it voluminous using the vertical line. In this all-in-one penis and scrotum-holding type, in addition, different front panel patterns were applied.

• 대한토목학회논문집
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• 제10권1호
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• pp.37-45
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• 1990

본 연구에서는 지반-구조물 상호작용 시스템에 대하여 기초의 부분적 들림을 고려할 수 있는 새로운 해석적 방법을 제시하였다. 제시된 방법은 시스템의 3 차원 거동, 수직입력의 영향, 지반반력의 비선형분포 등도 함께 고려할 수 있도록 하였다. 기초가 들릴때 지반강도 및 감쇠값의 비선형성을 나타내기 위해서는 기초의 접지면적 감소뿐만 아니라 기초회전에 따른 건물의 강체운동효과와 지반반력작용의 이동 등의 영향도 동시에 고려하였다. 다양한 예제해석을 통하여 내진해석시 기초의 부분적 들림을 고려하게 되면 기초부에서의 변위는 크게 증가하는 반면 구조물 상부에서의 탄성변위 응답치 및 가속도 응답치는 감소한다는 사실을 확인하였으며, 수직입력, 비선형 지반반력분포 3차원 거동 등은 그 영향을 무시하게 되면 불안전측의 지진응답치를 주므로 해석시 필히 고려되어야 한다는 사실을 밝혔다.

• Design & Manufacturing
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• 제13권4호
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• pp.40-44
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• 2019

The light diffusion component spreads the light from one point evenly over a large area. Various types of light diffusion parts such as films and lenses are applied in the high-tech industries such as LCD display devices, lighting devices, and solar energy generation. Among these, a diffuser sheet (Diffuser Sheet) has a function to uniformly distribute the light, and various studies have been conducted to improve its function. The shape of the conventional light diffusion pattern is mainly made of a dot or hemispherical shape. In this study, a rectangular cone-shaped structure having a light diffusion function and an advantage of controlling the angle of refraction of light was fabricated by using a solenoid indentation process. The change in shape of the indentation structure was analyzed.