• Title/Summary/Keyword: test structure

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Characteristics of Potential Gradient for the Type of Structure Grounding Electrode (구조체 접지전극의 유형에 따른 전위경도 특성)

  • Gil Hyung-Jun;Choi Chun-Seog;Kim Hyang-Kon;Lee Bok-Hee
    • The Transactions of the Korean Institute of Electrical Engineers C
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    • v.54 no.8
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    • pp.371-377
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    • 2005
  • This paper Presents the Potential gradient characteristics of structure grounding electrode when a test current flows through grounding electrode. In order to analyze the potential gradient of ground surface on structure grounding electrode, the reduced scale model has been used. The potential gradient has been measured and analyzed for types of structure using the hemispherical grounding simulation system in real time. The structures were designed through reducing real buildings and fabricated with four types on a scale of one-one hundred sixty. The supporter was made to put up with weight of structure and could move into vertical, horizontal, rotary direction. When a test current flowed through structure grounding electrodes, ground potential rise was the lowest value at electric cage type(type B). According to resistivity and absorption percentage In concrete attached to structure, the potential distribution of ground surface appeared differently.

Experimental Study on Steel Truss Structure for Safety Lintel in Masonry Construction -Focusing on Door Frame Top Lintel at Typical Floor Apartment- (조적공사 인방보용 강재트러스 구조물에 관한 실험적 연구 - 아파트 기준층 문틀 상단 인방재를 중심으로 -)

  • Kim, Young-Chun;Yoo, Hyun-Dong;Choi, Woo-Jong;Jeong, Sang-Moo;Kang, Myung-Sik
    • Journal of the Korea Safety Management & Science
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    • v.15 no.3
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    • pp.29-35
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    • 2013
  • The research is to verify by experiments whether the steel truss structure is able to withstand the load of cement bricks of upper part of a door for the safe use of lightweight steel truss structure instead of concrete lintel which is to be installed at upper part of door frame in building cement bricks for apartment construction. The steel truss is designed in order not to disturb bricks-building and the shape of structure was verified by bending test. According to experiments result, camber was applied to steel structure that enabled construction work to be improved and was proved effective for the prevention of accidents by cement bricks-building load test.

Airframe Structure Development of Solar-powered HALE UAV EAV-3 (고고도 장기체공 태양광 무인기 EAV-3 기체구조 개발)

  • Shin, Jeong Woo;Park, Sang Wook;Lee, Sang Wook;Kim, Tae-Uk
    • Journal of the Korean Society for Aviation and Aeronautics
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    • v.25 no.3
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    • pp.35-43
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    • 2017
  • Research for solar-powered high altitude long endurance(HALE) UAV was conducted by Korea Aerospace Research Institute(KARI), and the EAV-3 with 19.5m wing span was developed. For HALE flight, aircraft should be lightly designed. Especially, airframe structure that accounts for a large portion of the total weight of aircraft should be lightweight. In this paper, development process of airframe structure for solar-powered HALE UAV, EAV-3, is described briefly. Domestic developed T-800 grade CFRP(Carbon Fiber Reinforced Plastic) composite material with high modulus and strength was used to design main load carrying structures. Flightloads analysis that takes into account large structural deformation was carried out. Stress and flutter analyses for airframe structure sizing were conducted. Static strength test for main wing and aircraft ground vibration test were conducted successfully and structural integrity was secured.

Simulation of the damping effect of a high-rise CRST frame structure

  • Lu, Xilin;Zhang, Hongmei;Meng, Chunguang
    • Computers and Concrete
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    • v.9 no.4
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    • pp.245-255
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    • 2012
  • The damping effect of a Concrete-filled Rectangular Steel Tube (CRST) frame structure is studied in this paper. Viscous dampers are employed to insure the function of the building especially subjected to earthquakes, for some of the main vertical elements of the building are not continuous. The shaking table test of a 1:15 scale model was conducted under different earthquake excitations to recognize the seismic behavior of this building. And the vibration damping effect was also investigated by the shaking table test and the simulation analysis. The nonlinear time-history analysis of the shaking table test model was carried out by the finite element analysis program CANNY. The simulation model was constructed in accordance with the tested one and was analyzed under the same loading condition and the simulation effect was then validated by the tested results. Further more, the simulation analysis of the prototype structure was carried out by the same procedure. Both the simulated and tested results indicate that there are no obvious weak stories on the damping equipped structure, and the dampers can provide the probability of an irregular CRST frame structure to meet the requirements of the design code on energy dissipation and deformation limitation.

Structural Characteristics Analysis of Stone Contact Surface according to Surface Roughness and Filling Material of Stone Pagoda Structure (석탑구조물의 표면거칠기 및 충전재에 따른 석재접촉면의 구조특성 분석)

  • Kim, Ho-Soo;Kim, Dong-Kwan;Lee, Seung-Hee;Kim, Derk-Moon;Jo, Sang-Sun
    • Journal of the Architectural Institute of Korea Structure & Construction
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    • v.34 no.6
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    • pp.19-27
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    • 2018
  • The stone pagoda structure is treated as a discontinuous masonry structure, and the contact surface characteristics between stones is a very important factor in the discontinuum behavior analysis. So, it is necessary to find out material and structural characteristics of stone contact surface to perform the structural analysis for safety evaluation. Accordingly, it is important to analyze the material properties of stone surface and secure the structural characteristics through various contact surface states. Therefore, in this study, various test specimens applying the filler between the surface roughness and the stone in the contact surface treatment technique of the stone pagoda were manufactured, and compression test and shear test were carried out. Also, we analyzed the material and structural characteristics of the stone contact surface through the comparison of experimental results.

Experimental study on tuned liquid damper performance in reducing the seismic response of structures including soil-structure interaction effect

  • Lou, Menglin;Zong, Gang;Niu, Weixin;Chen, Genda;Cheng, Franklin Y.
    • Structural Engineering and Mechanics
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    • v.24 no.3
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    • pp.275-290
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    • 2006
  • In this paper, the performance of a tuned liquid damper (TLD) in suppressing the seismic response of buildings is investigated with shake table testing of a four-story steel frame model that rests on pile foundation. The model tests were performed in three phases with the steel frame structure alone, the soil and pile foundation system, and the soil-foundation-structure system, respectively. The test results from different phases were compared to study the effect of soil-structure interaction on the efficiency of a TLD in reducing the peak response of the structure. The influence of a TLD on the dynamic response of the pile foundation was investigated as well. Three types of earthquake excitations were considered with different frequency characteristics. Test results indicated that TLD can suppress the peak response of the structure up to 20% regardless of the presence of soils. TLD is also effective in reducing the dynamic responses of pile foundation.

Modal Test of the 2nd stage structure of KSLV-I (KSLV-I 2단부 구조체 모드 시험)

  • Seo, Sang-Hyeon;Jeong, Ho-Kyeong;Youn, Se-Hyun;Park, Soon-Hong;Jang, Young-Soon
    • Aerospace Engineering and Technology
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    • v.6 no.1
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    • pp.114-119
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    • 2007
  • This paper introduces modal test of the 2nd stage structure of KSLV-I which is composed to satellite, PLA(Payload Adapter), EB(Equipment Bay), KMS(Kick Motor Support) and KM(Kick Motor) without PLF(Payload Fairing). In this test, to simulate free-free boundary condition, test object was hung by 4 bungee cords and excited by using impact hammer. From this test, dynamic properties of the 2nd stage structure of KSLV-I can be obtained. Modal test data are analyzed by using TDAS(Test Data Analysis Software). As the result, modal parameters and mode shapes below 100Hz of the 2nd stage of KSLV-I were identified.

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Static load test and dynamic characteristics analysis of bogie and body structures of an oil tank (유조화차의 대차 및 구조체 하중시험과 동특성 해석 연구)

  • 홍재성;함영삼;백영남;오택열;김길동
    • Proceedings of the Korean Society of Precision Engineering Conference
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    • 2003.06a
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    • pp.780-783
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    • 2003
  • In this study, As The Tae Yang Metal company manufactured oil tank inserts welding structure bogie, it is Contributed in stability security of freight car of oil tank through static load test, dynamic characteristics analysis. vibration performance test etc. to verify intensity of bogie frame & body structure

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An Integrated Approach to the Dynamic Testing of Aerospace Structures (항공기 구조물의 동적 거동 시험/해석 절차)

  • Lee, Sang-Yeop;LMS Intl, LMS Intl
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2006.05a
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    • pp.348-357
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    • 2006
  • Ground Vibration Tests (GVT) are needed on au new aircraft types and as part of certification. Its first objective is to verify models used for the calculation and prediction of the dynamic behavior of the structure. The main objectives of this paper are to introduce 'the integrated approach of dynamic testing for aerospace structure' in detail and 'The research projects in which LMS participated in aerospace structural dynamic area'

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Destructive Test to Ensure Integrity of Composite Structure (파괴시험을 통한 복합재 구조물의 건전성 입증)

  • Yang, Hyun-Deok;Jeong, Duck-Young;Lee, Kyung-Cheol;Jin, Young-Kwon
    • Aerospace Engineering and Technology
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    • v.6 no.1
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    • pp.230-236
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    • 2007
  • The quality control of composite structure includes inspection, testing and monitoring in all processes from receiving inspection to part fabrication. The purpose of these activities is to ensure that the design objectives are consistently achieved. The quality factors include material, receiving inspection, storage and shelf-life control, environmental control, testing, inspection and record control. This paper presents the process verification method using destructive test and quality control method in composite structure of aircraft. And it is believed that the destructive test will be basis to obtain a reliability of non-destructive test in complex composite structure and to ensure the design requirements in composite part.

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