• 제목/요약/키워드: Steel Module Plate

검색결과 36건 처리시간 0.03초

도어 모듈 플레이트의 동특성 분석에 관한 연구 (A Study on the Dynamic Characteristics of Door Module Plate)

  • 배철용;김완수;김찬중;이봉현;장운성;모유철
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2007년도 춘계학술대회논문집
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    • pp.918-923
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    • 2007
  • Currently, automotive industries improve the vehicle performance and reduce the development period of vehicle using each module part for the high quality and performance of vehicles. However each component part doesn't generate the noise and vibration problems, sometime these problems are generated on the assembly status between vehicle chassis frame and each module part. On this study, in order to analysis the dynamic characteristics of a shield door module that is a typical module part of vehicles, the acquisition and evaluation process about the vibration and noise of shield door module is developed. Also the possibility to apply to shield door module of the developed process is verified by the comparison with the dynamic characteristics between plastic and steel module plate.

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강판콘크리트(SC : Steel Plate Concrete) 보의 온도하중 재하 시 역학적 특성에 관한 실험연구 (An Experimental Study on Mechanical Properties of SC Beam Structure under Temperature Load)

  • 이경진;함경원;박동수
    • 한국강구조학회 논문집
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    • 제21권5호
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    • pp.443-450
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    • 2009
  • 이 연구는 열하중이 발생하는 구조물에 강판 콘크리트구조를 적용하는 경우, 역학적 특성을 평가하기 위하여 수행하였다. 원자력발전소 구조물 중 사용후 핵연료 저장조 구조물과 같이, 구조물 내부는 지속적인 열 하중을 받고 구조물 외부는 대기에 노출되어 있는 경우, 구조물은내 외부의 온도차이로 인해서 열응력이 발생한다. 본 연구는 이러한 구조물에 강판 콘크리트 구조를 적용할 경우를 가정하여 보 형태의 강판 콘크리트 구조실험체에 온도하중을 재하한 상태에서 휨 내력 및 구조특성을 평가하고 추가적으로 실험체가 항복 시까지 하중을 가력하여 최종 휨내력을 평가하였다.

도어 모듈 플레이트의 동특성 분석에 관한 연구 (A Study on the Dynamic Characteristics of Door Module Plate)

  • 배철용;김완수;김찬중;이봉현;장운성;모유철
    • 한국소음진동공학회논문집
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    • 제17권9호
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    • pp.853-861
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    • 2007
  • Currently, automotive industries improve the vehicle performance and reduce the development period of vehicle using each module part for the high quality and performance of vehicles. However each component part doesn't generate the noise and vibration problems, sometime these problems are generated on the assembly status between vehicle chassis frame and each module part. On this study, in order to analysis the dynamic characteristics of a shield door module that is a typical module part of vehicles, the acquisition and evaluation process about the vibration and noise of shield door module is developed. Also the possibility to apply to shield door module of the developed process is verified by the comparison with the dynamic characteristics between plastic and steel module plate.

Experimental study on seismic behavior of two-storey modular structure

  • Liu, Yang;Chen, Zhihua;Liu, Jiadi;Zhong, Xu
    • Steel and Composite Structures
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    • 제37권3호
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    • pp.273-289
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    • 2020
  • Due to the unique construction method of modular steel buildings (MSBs) with units prefabricated fully off the site and assembled quickly on the site, the inter-module connection for easy operation and overall performance of the system were key issues. However, it was a lack of relevant research on the system-level performance of MSBs. This study investigated the seismic performance of two-storey modular steel structure with a proposed vertical rotary inter-module connection. Three full-scale quasi-static tests, with and without corrugated steel plate and its combination, were carried out to evaluate and compare their seismic behaviour. The hysteretic performance, skeleton curves, ductile performance, stiffness degradation, energy dissipation capacity, and deformation pattern were clarified. The results showed that good ductility and plastic deformation ability of such modular steel structures. Two lateral-force resistance mechanisms with different layout combinations were also discussed in detail. The corrugated steel plate could significantly improve the lateral stiffness and bearing capacity of the modular steel structure. The cooperative working mechanism of modules and inter-module connections was further analyzed. When the lateral stiffness of upper and lower modular structures was close, limited bending moment transfer may be considered for the inter-module connection. While a large lateral stiffness difference existed initially between the upper and lower structures, an obvious gap occurred at the inter-module connection, and this gap may significantly influence the bending moments transferred by the inter-module connections. Meanwhile, several design recommendations of inter-module connections were also given for the application of MSBs.

모듈형 CFT부재를 이용한 개구제형 연속 강박스 거더의 프리스트레싱 도입 효과 (Prestressing Inducing Effect of Continuous Open-top Steel Box Girder Using Modular CFT Members)

  • 이학준;김련학;조광일;안진희
    • 한국구조물진단유지관리공학회 논문집
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    • 제26권3호
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    • pp.111-119
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    • 2022
  • 모듈형 CFT 부재를 이용한 연속 강박스 거더의 단면강성 증대 및 프리스트레싱 공법은 긴장재로 프리스트레싱된 CFT 모듈을 강박스 거더 하부플랜지와 일체화한 후 긴장재를 제거함으로써 발생하는 CFT 모듈의 복원력을 강박스 거더 하부플랜지의 프리스트레싱력으로 이용하고 일체화된 CFT 모듈이 강박스 거더의 단면 강성을 향상시킨다. 본 연구에서는 CFT 모듈을 이용하여 일체화된 강박스 거더에 대한 프리스트레싱 도입의 적용성을 검토하기 위하여 하부플랜지를 모사한 실험체를 대상으로 CFT 모듈을 이용하여 프리스트레싱 도입 실험을 실시하고 유한요소해석으로 도입 프리스트레스를 평가하였다. 또한 실제 강박스 거더에 대한 프리스트레스 도입과 CFT 모듈을 통한 단면강성 증대효과를 확인하기 위하여 연속지점부에 적용 가능한 강박스 단면에 대하여 CFT 모듈에 도입된 프리스트레싱력 및 CFT 모듈의 단면제원에 따른 유한요소해석을 실시하고 이를 비교하였다.

The Economic Feasibility of Building-Integrated Photovoltaics System Installed on the Roof of Residential Building - Focused on Comparison with Construction Cost of BAPV System Depend on Roof Finishing Materials

  • Oh, Byung-Chil
    • KIEAE Journal
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    • 제17권1호
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    • pp.15-21
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    • 2017
  • Purpose: This study was on the economic feasibility of BIPV system, focused on comparison with construction cost of BAPV system depend on roof finishing materials, and to suggest basic data on the construction cost. Method: Construction cost of BAPV system was calculated, by selecting asphalt single, flat type roof tile, color steel plate, titanium zinc plate as roof finishing material of residential building and by sum up each cost for roof finishing construction and cost for 3kWp-volumed PV module installation. Also, the economic feasibility was analysed quantitatively by comparing the cost for BIPV system construction, installing same volumed PV module instead of roof finishing materials. Result: 1. By installing BIPV system instead of the roof finishing material, the cost of construction falls ; about 19% in case of the titanium zinc plate, which is the most expensive, and about 11% in case of the color steel plate. 2. Reducing amount of the construction cost gets larger because of installing BIPV module instead of the roof finishing material, as the construction cost for roof finishing material gets higher ; therefore, it is more economical than BAPV system in terms of whole cost of construction.

유도가열용 100kHz 5MVA 인버터 모듈 개발 (Development of 100kHz 5MVA Inverter Module for Induction Heating)

  • 유효열;심은용;강재봉;고창순;최길용;김형복
    • 전력전자학회:학술대회논문집
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    • 전력전자학회 2010년도 하계학술대회 논문집
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    • pp.287-288
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    • 2010
  • The Induction Heating equipment is widely used for steel plate heating in the surface treatment process of steel industries. In the case of thin steel plate, for high efficiency We need the high frequency induction heating equipment more than 100kHz. But it is difficult to realize the high frequency and high power at the same time. That's why most high frequency equipment more than 100kHz has been imported from advanced Manufacturer. This paper will describe the development of 100kHz/5MVA inverter module for 100kHz/20MVA induction heating. We used the LCL resonance topology and ZVS/ZCS switching technology. And we also developed the low loss gate drive board and plate busbar inverter stack. We proved the performance by various experiment.

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철근 콘크리트 구조와 강판 콘크리트 구조(Steel Plate Concrete) 이질접합부를 가진 보의 휨 하중 특성에 관한 실험연구 (An Experimental Study on Flexural Properties of SC(Steel Plate Concrete) Beam Structure with Reinforced Concrete Joint)

  • 이경진;함경원;박동수;김우범
    • 한국강구조학회 논문집
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    • 제22권5호
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    • pp.455-463
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    • 2010
  • 본 연구는 철근콘크리트 구조와 강판 콘크리트 구조가 혼합되어 이질접합부가 있는 보형 구조물의 역학적 특성을 평가하기 위하여 수행하였다. 강판콘크리트 구조는 현재 국내와 일본, 미국 등에서 연구가 진행되고 있고, 대규모 산업설비에서 철근콘크리트 구조의 대안으로 실험연구가 수행되고 있다. 본 연구에서는 대규모 철근콘크리트 구조물에 강판 콘크리트 구조를 적용할 경우를 가정하여 보 형태의 구조물에 강판 콘크리트 구조와 철근 콘크리트 구조를 적용하여 이질접합부를 만들고, 면외하중을 파괴 시까지 가력하여 이질접합부를 가진 보형실험체의 휨 내력 및 구조특성을 평가하기 위하여 실험연구를 수행하였다.

해상 운송을 위한 보일러 모듈의 구조 해석 (Structural Analysis of Boiler Module for Sea-Transportation)

  • 전윤철;김태완;정동관
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2001년도 춘계학술대회논문집A
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    • pp.788-793
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    • 2001
  • Finite element analysis was carried out to investigate the integrity and reliability of boiler module during sea transportation. The boiler module was supported by steel structure to relieve the instantaneous shock from oceanic wave and its primary parts were strengthened with several reinforcements. Finned tube walls which were used in the furnace wall were assumed as orthotropic plates having equivalent material properties. The bank tubes were also equivalently modeled in accordance with ASME B31.1 for the convenience of finite element modeling. The calculation results were compared with the yield stress of the material. In particular, the bank tube stress, which was evaluated by converting the calculated stresses in equivalent tubes into those in original tubes by using the ratio of diameter, was also examined with yield stress.

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절곡 강판 일체형 고출력 슁글드 태양광 모듈 제조 (Fabrication of High-power Shingled PV Modules Integrated with Bent Steel Plates for the Roof)

  • 이은비;박민준;김민섭;신진호;윤성민
    • Current Photovoltaic Research
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    • 제11권2호
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    • pp.54-57
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    • 2023
  • Recently, requirements for improving the convenience of constructing BIPV (Building Integrated Photo Voltaic) modules had increased. To solve this problem, we fabricated shingled PV modules integrated with bent steel plates for building integrated photovoltaics. These PV modules could be constructed directly on the roof without the installation structure. We found optimal lamination conditions with supporting structures to fabricate a module on a bent steel plate. Moreover, we applied a shingled design to PV modules integrated with bent steel plates to achieve a high electrical output power. The shingled module with bent steel plates shows 142.80 W of solar-to-power conversion in 0.785 m2 area.