• 제목/요약/키워드: connection bar

검색결과 163건 처리시간 0.028초

RC-S 복합보의 역학적 특성에 관한 실험적 연구 (Experimental Study on the Machenical Properties of Composite Beam Composed End Reinforced Concrete and Center Steel)

  • 김철환;채원탁
    • 한국강구조학회 논문집
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    • 제14권5호통권60호
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    • pp.675-682
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    • 2002
  • 본 연구에서는 단부 철근콘크리트구조와 중앙부 철골구조로 이루어진 복합구조 보를 대상으로 내력 및 강성, 변형능력을 평가하기 위해 반복재하 실험을 행하였다. 주된 실험변수는 철근콘크리트와 철골보의 이종구조 이음부부의 응력전달을 위해 철골보에 접합되는 철근의 개수와 단부 콘크리트를 구속하여 강성을 상승시킬 목적으로 설치되는 부착판의 설치유무이다. 실험결과 모든 실험체가 방추형의 이력 거동을 나타내며 안정된 거동을 하였으며, 내력에 있어서는 부착판 설치 실험체의 경우가 기본형 실험체 보다 높게 나타났다. 또한, 강성에 있어서도 단부에 부착판을 설치한 실험체가 설치하지 않은 실험체에 비하여 보다 높게 나타났으며, 모든 실험체가 최대 내력시의 부재각이 0.03rad. 이상의 변형능력을 나타내고 있다.

청소년수련관 건설사업 타당성분석 (A Feasibility Study on Construction of the Youth Complex Center)

  • 노병옥;송진우;최상현;이상범
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2003년도 학술.기술논문발표회
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    • pp.125-128
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    • 2003
  • This study aims to feasibility study of the Youth Center. Welfare of adolescents is appeared to a matter of concern and interest as social problems of various kinds related adolescents including the fire at a beer bar in Inchon occur recently. In view of government, in addition to fairness of facility location, location of such facilities are to be determined the respect to cost of locating facilities and developmental direction in the future. A feasibility study is an effective tool in determining the decision of investment or not and the level of investment priority on projects requiring a sizeable investment and the feasibility of a project. The first, it is to select reasonable location. It was selected three and two by consideration of facilities distribution and connection with others. Five proposal selected was estimated by five element of approach, demand, symbol, reality, environment. In result proposal I was chosen. The next, it is to estimate scales. It was estimated by analysis of catchment area, similar facilities, programs, in result 7,260$m^2$ cone into analysis to the best gross area The finally, it is to study on economical efficiency. Income Statement estimated was came out \1.7billion. in addition, it offer various benefit by public facilities.

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Development of Ship Vibration Analysis Software PFADS-R3 and Its Applications

  • Hong Suk-Yoon;Seo Seong-Hoon;Park Young-Ho;Lee Ho-Won
    • Journal of Ship and Ocean Technology
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    • 제8권4호
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    • pp.26-33
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    • 2004
  • PFFEM software, PFADS has been developed for the vibration predictions and analysis of coupled system structures in medium-to-high frequency ranges. PFFEM is numerical method which solves energy governing equation using finite element technique for complicated structures where the exact solutions are not available. Through the upgrades, present PFADS R3 could cover the general beam and plate structures including various kinds of beam-plate rigid joints and other joint systems such as spring-damper junction and rigid bar connection. This software is composed of 3 parts; translator, model converter and solver. The translator makes its own FE-model from bulk data of commercial FE software, and the model converter is used to convert FE-model to PFFE-model automatically. The solver calculates vibrational energy density and intensity for PFFE-model by solving global matrix equations of PFFEM. For the applications of real transportation systems, a container ship model has been examined with respect to major parameters, and reliable results have been obtained.

파일럿 집광로봇 박스형 압력보상용기 구조설계식 (Structural Design Equation for a Box-shape Pressure Compensated Chamber of Pilot Mining Robot)

  • 이민욱;홍섭;임우철;이태희;최종수
    • 한국해양공학회지
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    • 제26권6호
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    • pp.66-73
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    • 2012
  • A pressure compensated chamber of a pilot mining robot isolates and protects an electrical-electronic system from the ambient highly pressured water. Since the inner pressure of the chamber is compensated with outer water pressure using hydraulic oil and pressure compensator, there exists a pressure difference, less than 1 bar, between outer and inner surface. The structural safety of the chamber is obtained relatively easier than the canister type which inner pressure is kept as the atmospheric pressure. However, due to the adoption of box shape for space efficiency and usage of the transparent engineering plastic viewport for checking inner circumstance, the viewport can be largely deformed. This large deformation can cause an additional tensile force, called the prying force, to the bolt-flange connection parts of the viewport. In this paper, we suggest the structural design equation considering the prying action for designing the structure of a box-shape pressure compensated chamber.

복합 프리캐스트 콘크리트 패널의 구조 거동에 대한 실험적 연구 (A Experimental Study on Structural Behavior of Hybrid Precast Concrete Panel)

  • 이상섭;박금성
    • 대한건축학회논문집:구조계
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    • 제34권9호
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    • pp.11-18
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    • 2018
  • As the height of the modular buildings increases, their stability becomes more and more dependent on the core. All traditional construction methods in structural concrete and steel can be utilized for cores in modular buildings but a core system with dry connection is more desirable to complete a greater degree of factory finish and faster erection of modular buildings. In order to do that, the hybrid PC(precast concrete) panel, which has a pair of C-shaped steel beams combined at the top and bottom of a concrete wall, was developed, In this study the cyclic lateral loading test on the hybrid PC panel is carried out and the panel configurations are examined to enhance the structural performance in comparison with the RC wall. Experimental results show that the strength of hybrid PC panel is about 70% of thar ot RC wall and the anchorage of vertical reinforcing bar welded to C-shaped steel beam needs to be improved.

Ti-Mo-Fe 합금의 Fe 함량에 따른 기계적 특성과 전기화학적 특성 비교·분석 (Effect of Fe Content on Mechanical and Electrochemical Properties of Ti-Mo-Fe Alloys)

  • 김지원;박정연;강민;박지환;이동근
    • 열처리공학회지
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    • 제36권3호
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    • pp.145-152
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    • 2023
  • β titanium alloys containing β stabilizing elements such as V, Nb, Ta, Mo and Fe are widely used etc, due to their excellent specific strength, corrosion resistance, fatigue strength and easy formability. New metastable β titanium alloys are developed containing low-cost elements (Mo and Fe) in this study. Fe element is a strong β-stabilizer which can affect the mechanical and electrochemical properties of Ti-5Mo-xFe (x = 1, 4 wt%) alloys. These properties were analyzed in connection with microstructure and phase distribution. Ti-5Mo-4Fe alloy showed higher compression yield stress and maximum stress than Ti-5Mo-1Fe alloy due to solid-solution hardening and grain refinement hardening effect. As Fe element increased, Fe oxide formation and reduction of ${\bar{Bo}}$ (bond order) value affect the decrease of corrosion resistance. Ti-5Mo-xFe alloys were more excellent than Ti-6Al-4V ELI alloy.

중국 당대~금대 목조 건축의 귀포 변천에 관한 연구 - 좌우대의 결구 유형을 중심으로 - (A Study on the Changes in Gwi-po from Tang to Jin Dynasty in China - Focusing on the connection type of Jwau-dae(左右隊) -)

  • 이병춘;이호열
    • 헤리티지:역사와 과학
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    • 제48권3호
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    • pp.96-119
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    • 2015
  • 이 연구는 중국의 중세 목조건축을 대상으로 귀포(轉角鋪作)의 변천을 고찰한 것이다. 연구의 목적은 당대(唐代)부터 금대(金代)에 건축된 목조건축 중 중국정부가 전국중점문물보호단위(國保)로 지정 보호하고 있는 71동의 건물을 대상으로 귀포의 시기별 변천 양상을 살펴보고 변화요인을 파악하는데 있다. 이 연구에서는 귀포를 구성하는 좌우대(左右隊)의 다양한 결구유형에 주목하여 귀포의 변천과 전개과정을 고찰했다. 이 연구의 결과는 다음과 같다. 귀포의 형식 변화는 건축을 주도했던 장인들의 좌우대에 대한 인식 변화와 깊은 관련이 있다. 초기의 귀포에서는 소첨과 대첨으로 구성되는 중공조(重?造) 구성과 일두삼승(一斗三升)의 첨차 구성 원칙이 잘 유지되었으나 건축기술의 발달로 귀포의 출목부(出目部)에 귀잡이한대(말각공)와 좌우대가 결구되면서 다양한 형식이 나타났다. 초기의 귀포에서 진일보한 과도기형 귀포는 홀수 단에 놓인 좌우대의 모양에 따라 세 가지 유형으로 구분된다. 즉 귀한대에 면해 좌우대의 뺄목이 형성되지 않은 '무(無)뺄목형'(요, 북송)을 비롯한 좌우대의 뺄목이 사두(?頭)와 같은 모양인 '사두뺄목형'(북송, 금)과 좌우대의 뺄목이 소공두(小?頭)와 같은 '소공두형'(남송, 금)이 그것이다. 귀포의 후기형인 정형은 각 출목에 사두가 결구되는 유형으로 비록 요대에 형성되었지만 폭넓게 적용된 시기는 원대이후로 추정된다. 요대(遼代)에 이르러 건물의 지붕이 대형화되고 처마가 길게 돌출되는 변화가 나타나면서 하중이 집중되는 귀포를 구조적으로 보강할 필요가 생겼다. 이 시기에 처음 사용된 귀잡이한대는 귀포의 구조 보강을 위해 사용되었지만 이후 귀포의 형식 변화에 큰 영향을 미친 것으로 파악된다. 그리고 요대(遼代)에 발달한 공포재인 익형공(翼型?)은 귀포를 비롯한 건물의 공포형식이 투심조(偸心造)에서 계심조(計心造)로 변화하는데 큰 영향을 주었으며, 이와 같은 변화는 무앙계 건축을 중심으로 귀포의 정형화에 가장 큰 영향을 미쳤다. 하지만 동시기 하앙계 건축에서는 무앙계에 비해 귀포가 '사두(?頭)뺄목형'에서 '소공두형'으로 바뀌는 변화가 서서히 일어났다. 무엇보다 귀포의 변화에 요대의 건축특성이 중요한 역할을 하였음이 주목된다.

인장용 연결 플레이트를 갖는 각형강관 갭 N형 접합부의 거동에 관한 실험적 연구 (An Experimental study on the behavior of gap N-joints in Cold-formed Square Hollow Sections with connection plate for a tension member)

  • 박금성;배규웅;문태섭
    • 한국강구조학회 논문집
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    • 제16권6호통권73호
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    • pp.769-780
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    • 2004
  • 본 논문의 목적은 인장용 연결 플레이트를 갖는 냉간성형 각형강관 갭 N형 접합부의 실험연구를 통하여 접합부 거동을 평가하는데 있다. 실험을 위한 주요 변수로는 주관의 폭두께비, 주관에 대한 지관의 폭의 비, 편심비, 압축지관 형상, 지관의 각도, 주관 상부 플랜지면 보강 등이 있다. 이와 같은 변수들로 구성된 갭 N형 접합부에 대한 내력 및 파괴모드 등에 대하여 실험을 통해 고찰하고자 한다. 실험결과, 갭 N형 접합부는 폭비에 관계없이 접합부의 인장측 변위가 선행하여 접합부의 내력이 결정되었으며, 접합부 파괴는 접합된 주관면의 찢어짐 파괴모드로 결정되었다. 인장 및 압축측 폭비(${\beta}$)가 클수록 주관 폭두께비가 작을수록 접합부의 항복하중 및 최대하중은 선형으로 상승하는 것으로 나타났다. 주관의 폭두께비($2{\gamma}$)가 작을수록 접합부의 내력비교 곡선은 급격히 상승함을 알 수 있다. 인장용 연결 플레이트를 갖는 갭 N형 접합부에 대하여 변수에 따른 접합부의 하중, 초기강성, 연성능력 및 파괴모드 변화 등에 대한 결과에 대해서도 정리하여 나타내었다.

간접유치장치 설계변화에 따른 하악유리단 국소의치의 광탄성 응력분석 (A PHOTOELASTIC STRESS ANALYSIS IN MANDIBULAR DISTAL - EXTENSION REMOVABLE PARTIAL DENTURES WITH VARIOUSLY DESIGNEO INDIRECT RETAINERS)

  • 강승종;계기성
    • 대한치과보철학회지
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    • 제28권2호
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    • pp.183-197
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    • 1990
  • The purpose of this study was to analyse the magnitude and distribution of stresses using a Photoelastic model from and distal - extension removable partial dentures With four designed indirect retainers. The designs of the indirect retainers were as follows : Design No. 1 : Aker's clasp on 1st bicuspid with no indirect retainer. Design No. 2 : Aker's clasp on 1st bicuspid with indirect retainer on canine. Design No. 3 : Extension of the reciprocal arm of Aker's clasp toward incisal rest on canine. Design No. 4 : Connection with the indirect retainer as in No. 2 and extension of reciprocal arm of Aker' s clasp. A photoelastic model was made of the epoxy resin(PL - 1) and hardner(PLH - 1) and coated with plastic cement -1(PC -1) at the lingual surface of the epoxy model and set with chrome - cobalt partial dentures. A unilateral vertical load of 10kg to the right 1st molar and a vertical load of 10kg to the middle portion of the metal bar crossing both the 1st molars of the right and left, were applied. With the use of specially designed jig, fixture; loading device and the reflective circular polariscope, we obtained the following results : 1. When the unilateral vertical load and the vertical load of the middle portion of the metal bar were applied, design No. 2, 3 and 4 exhibited the higher stress concentration at the root apices and their surrounding tissues of the primary and secondary abutment teeth. 2. When the unilateral vertical load applied to design No. 2,3 and 4 the root apices of the primary and secondary abutment teeth and their surrounding tissues and the nonloaded side of edentulous area exhibited and even stress distribution. 3. When the vertical load was applied, the stress concentration fringe in the primary and secondary abutment teeth was in the order of No. 1,4,2 and 3. 4. No.1 and 4 exhibited the higher distrorted stress concentration at the primary teeth and the edentulous area in the nonloaded side. 5. No.2 design reduced the stresses at the apices of the alveoli of the primary abutment teeth bilaterally as well as on the crest of the residual ridge on the nonloaded side. 6. No. 2 design exhibited the most favorable stress distribution.

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Linguistic Description and Theory

  • Nakajima, Heizo
    • 한국영어학회지:영어학
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    • 제1권3호
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    • pp.349-368
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    • 2001
  • We have brought up several distinct types of English clausal constructions, and have been lead to the descriptive generalization in (14),repeated here as (33): (33) Reduced clauses cannot occur in non-complement positions. The generalization in (33) refers to two theory-internal notions, reduced clauses and non-complement positions. Both notions are concerned with the composition of syntactic structures to be defined by X-bar theory. Without these theoretical notions, it would be difficult to describe in a general form the fact that certain types of complement clauses-namely, null-that clauses, if-clauses, Acc-ing gerund, ECM complement clauses, and Raising complement clauses-cannot occur in particular syntactic positions. Instead, one would have to describe this fact for each clause type, in such a way that null-that clauses cannot occur in such and such positions, and if-clauses cannot occur in such and such positions, and Acc-ing gerund cannot occur in such and such positions, and so on, although the positions in which they cannot occur are totally the same. Given the terminology of X-bar theory, however, it has turned out that these types of complement clauses are all reduced clauses, and the positions where they cannot occur are all non-complement positions. Then, the generalization has obtained that reduced clauses cannot occur in non-complement positions. It is a theoretical issue, and differs depending upon theories, how to explain why such a descriptive generalization holds at all. Hopefully, the demonstration here provides a piece of evidence showing that a theory or a particular theoretical nation plays an important role in the description of linguistic facts. Moreover, I have made a crucial prediction on the basis of the well-accepted theoretical assumption the ECM complement clauses and Raising complement clauses are reduced clauses; namely, the prediction that these types of clauses cannot occur in non-complement position. The prediction based upon the theoretical assumption is actually borne out, as illustrated earlier. The illustration of the prediction, I hope, shows that a theory or a particular theoretical assumption, coupled with another theoretical assumption, allows us to make some interesting predictions. Predictions serve to widen a range of linguistic facts to be described. A theory plays a crucial part in finding out interesting facts as well as in describing them in some general forms. Finally, let me state a few words as to the recent generative theory in connection with linguistic description. The recent generative theory is getting more and more abstract. I think it is moving toward a good direction as cognitive science. It will contribute, among others, to the inquiry into what is knowledge that is very specific to language faculty, and into how it interacts with other cognitive faculties. However, I am suspicious about how much the abstract generative theory will contribute to the description of linguistic facts in a particular language. While generative theory is claimed to aim both for descriptive adequacy and for explanatory adequacy, the recent generative theory is likely to put much more weight on explanatory adequacy. In my view, a less abstract theory is enough, or even more useful, for the purpose of linguistic description. Of course, how abstract theory one should adopt as a framework differs depending upon what aspect of language one attempts to describe. What I would like to emphasize here is that linguistic theory does not conflicts with linguistic description, and a linguistic theory with an appropriate degree of abstractness serves as a tool for finding out new interesting facts, as well as for describing them in some general, elegant forms.

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