• 제목/요약/키워드: Block design

검색결과 3,027건 처리시간 0.035초

접촉각에 따른 너클 크레인용 유압로터블록의 만곡부 설계 (Design of the Hydraulic Rotor Block Curvature for a Knuckle Crane According to the Contact Angle)

  • 이정명;한근조;한동섭;이성욱
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2006년도 춘계학술대회 논문집
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    • pp.377-378
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    • 2006
  • The knuckle crane mainly consists of six parts such as swing, main boom, outer boom, extension boom, hydraulic rotor and knuckle. And the hydraulic rotor is connected at the end of extension boom has rotor block, rotor body, rotor vane. In this study, we carried out kinematics analysis of the hydraulic rotor block curvature for a knuckle crane. Then, we showed the formula to establish the radius of a circumscribed circle to form the rotor block curvature. Third, we analyzed the stress at each point of the rotor block curvature according to the contact angle. From the result of this study, we designed the rotor block curvature with a proper contact angle for a knuckle crane to guarantee the stability of hydraulic rotor.

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10Mbps급 HomePNA2.0 PHY. 회로 설계 (A design of HomePNA2.0 PHY.)

  • 박성희;구기종;김종원
    • 한국통신학회논문지
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    • 제27권12C호
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    • pp.1282-1287
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    • 2002
  • 본 논문에서는 가정 내의 전화선을 이용한 홈 네트워크 기술인 10Mbps HomePNA(Home Phoneline Networking Alliance) 20 PHY 회로의 설계 및 그에 대한 검증방법을 보여 준다. HomePNA 2.0 PHY 회로는 MII(Media Independent Interface)와 AFE 인터페이스에 의해 외부와 연결된다. 설계된 10Mbps HomePNA 2.0 PHY의 회로의 전체 구조는 Management block IEEE 802.3 CSMA/CD MAC(Media Access Control) block, 변조 및 복조 block으로 크게 구성된다. 설계된 회로는 프로토타입 FPGA PCB 보드를 이용하여 검증하였다. 또한, Linux 기반의 드라이버 프로그램을 개발하여 HomePNA 프레임 데이터 전송의 기본적인 동작을 확인하였으며, HomePNA 2.0 링크 계층 프로토콜의 RNCF(Rate Negotiation Control Function)에 의하여 전송속도의 변화를 확인하였다.

자유도 제약을 이용한 블록의 완성도 평가 연구 (A Research on Completeness Assessment of Blocks using DOF Restriction)

  • 김찬석;신종계;노재규
    • 대한조선학회논문집
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    • 제51권5호
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    • pp.356-361
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    • 2014
  • Accurate block shape assessment is critical for ship manufacturing and a careful assessment of the shape of a fabricated block against the design shape is a core issue. However, in current fabrication practice, the shape of each block is evaluated manually using rigid body transformation. This manual evaluation process entirely depends on workers' experiences and knowledge and makes automation of block shape assessment difficult. In this paper we propose a computation method on the registration for shape assessment of a block during the fabrication process and for evaluation of its completion against the design shape. A conversion on matching method by adding DOF(degree of freedom) restriction is required to reach the goals. We test our method using a real block quality assessment data to demonstrate its applicability to real ship manufacturing process.

골리앗 크레인의 공주행 거리와 와이어 교체 최소를 고려한 최적 블록 리프팅 계획 (Optimal Block Lifting Scheduling Considering the Minimization of Travel Distance at an Idle State and Wire Replacement of a Goliath Crane)

  • 노명일;이규열
    • 한국CDE학회논문집
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    • 제15권1호
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    • pp.1-10
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    • 2010
  • Recently, a shipyard is making every effort to efficiently manage equipments of resources such as a gantry crane, transporter, and so on. So far block lifting scheduling of a gantry crane has been manually performed by a manager of the shipyard, and thus it took much time to get scheduling results and moreover the quality of them was not optimal. To improve this, a block lifting scheduling system of the gantry crane using optimization techniques was developed in this study. First, a block lifting scheduling problem was mathematically formulated as a multi-objective optimization problem, considering the minimization of travel distance at an idle state and wire replacement during block lifting. Then, to solve the problem, a meta-heuristic optimization algorithm based on the genetic algorithm was proposed. To evaluate the efficiency and applicability of the developed system, it was applied to an actual block lifting scheduling problem of the shipyard. The result shows that blocks can be efficiently lifted by the gantry crane using the developed system, compared to manual scheduling by a manager.

도시지역 단일동 아파트의 계획특성 분석연구 - 대전광역시 단일동 아파트를 중심으로 - (A Study on the Characteristics of Single Housing Block - Focused on Daejeon Metropolitan City -)

  • 강인호
    • 한국주거학회논문집
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    • 제24권3호
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    • pp.9-18
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    • 2013
  • This paper aims to investigate the design characteristics of a single housing block which is increasing in urban areas. For the analysis, all cases of single block housing in Daejeon metropolitan city were gathered into a database. Main concerns were on the location and the physical characteristics. The results of this study were as follows; 1) single block housing has been increasing both in the new developed areas and the existing urban areas 2) their location has shifted from residential districts to semi-residential and commercial districts. For this reason, the size and density has been increasing 3) the slab block with the hall type and the exterior corridor type were general in residential districts, diverse ones, however, including the point tower type were increasing with unusual circulation types such as central corridor, central core, double corridor, and mixed type in semi-residential and commercial districts 4) there were 5 types of access systems, and especially the street access and the piloti access were increasing, which were related with the high density.

Design equation to evaluate bursting forces at the end zone of post-tensioned members

  • Kim, Joung Rae;Kwak, Hyo-Gyoung;Kim, Byung-Suk
    • Computers and Concrete
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    • 제24권5호
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    • pp.423-436
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    • 2019
  • Design equations to evaluate the bursting force in a post-tensioned anchorage zone have been introduced in many design codes, and one equation in AASHTO LRFD is widely used. However, this equation may not determine the bursting force exactly because it was designed on the basis of two-dimensional numerical analyses without considering various design parameters such as the duct hole and shape of the bearing plate. To improve the design equation, modification of the AASHTO LRFD design equation was considered. The behavior of the anchorage zone was investigated using three-dimensional linear elastic finite element analysis with design parameters such as bearing plate size and diameter of sheath hole. Upon the suggestion of a modified design equation for evaluating the bursting force in an anchorage block with a rectangular anchorage plate (Kim and Kwak 2018), additional influences of design parameters that could affect the evaluation of bursting force were investigated. An improved equation was introduced for determining the bursting force in an anchorage block with a circular anchorage plate, using the same procedure introduced in the design equation for an anchorage block with a rectangular anchorage plate. The validity of the introduced design equation was confirmed by comparison with AASHTO LRFD.

공동주거단지 주동계획 요소에 관한 연구 (An Analysis on the Methods of Block Design Elements and their Trends in the Apartment Housing Design Competitions of Sejong City)

  • 김형진;김영석;김상진;조중근;백기영
    • 한국산학기술학회논문지
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    • 제16권2호
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    • pp.1450-1460
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    • 2015
  • 본 연구의 목적은 행정중심도시 현상설계안들을 통해 최근에 적용된 다양한 주동 계획 요소들을 분석해 보는 것이다. 이러한 분석을 통해 우리나라 주거단지에 적용되고 있는 다양한 설계 기법과 최근의 설계 동향을 파악해 볼 수 있을 것이다. 왜냐하면 행정중심도시가 비교적 최근에 실시된 주거단지 현상 설계이며, 우리나라의 주요 설계사무소와 건설 회사들이 참여하였기 때문이다. 연구 결과는 다음과 같다. : (1) 판상형 주동은 8가지 유형(ㄱ자형 주동이 가장 많이 적용됨)으로 탑상형 주동은 9가지 유형(일자형, L자형, ㅁ자형 주동이 가장 많이 적용됨)으로 분류되었다. (2) 코어 형태는 대응형이 6가지 유형으로 병렬형이 3가지 유형으로 분류되었다. 두 유형 모두 필로티와 연계된 유형들이 가장 많이 적용된 것으로 나타났다. (3) 지붕 형식은 4가지 유형으로 구분되었는데, 평지붕이 전체 단지의 95%에서 적용된 것으로 나타났다. (4) 주동 매스 형식은 5가지 유형으로(일반형과 보이드형이 가장 많이 적용됨) 분류되었으며 입면 구성은 3가지 유형으로(수평분할형이 가장 많이 적용됨) 분류되었다.

Conditional Signed-Rank Test for the Tree Alternatives in the Randomized Block Design

  • Yang, Wan-Youn
    • Communications for Statistical Applications and Methods
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    • 제6권1호
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    • pp.159-168
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    • 1999
  • We introduce a new conditional signed-rank test for the tree alternatives comparing several treatments with a control in the randomized block design. We demonstrate its performance by comparing with 3 classes of signed-rank tests proposed by Park et al.(1991) in some general situations. In most cases the proposed procedure is simpler to compute and has better power than others.

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IP Design of Corrected Block TEA Cipher with Variable-Length Message for Smart IoT

  • Yeo, Hyeopgoo;Sonh, Seungil;Kang, Mingoo
    • KSII Transactions on Internet and Information Systems (TIIS)
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    • 제14권2호
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    • pp.724-737
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    • 2020
  • Corrected Block TEA(or XXTEA) is a block cipher designed to correct security weakness in the original block TEA in 1998. In this paper, XXTEA cipher hardware which can encrypt or decrypt between 64-bit and 256-bit messages using 128-bit master key is implemented. Minimum message block size is 64-bit wide and maximal message block size is 256-bit wide. The designed XXTEA can encrypt and decrypt variable-length message blocks which are some arbitrary multiple of 32 bits in message block sizes. XXTEA core of this paper is described using Verilog-HDL and downloaded on Vertex4. The operation frequency is 177MHz. The maximum throughput for 64-bit message blocks is 174Mbps and that of 256-bit message blocks is 467Mbps. The cryptographic IP of this paper is applicable as security module of the mobile areas such as smart card, internet banking, e-commerce and IoT.

평 블록의 용접변형 제어 (Weld Induced Deformation Control of Panel Blocks)

  • 이주성
    • 한국해양공학회:학술대회논문집
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    • 한국해양공학회 2000년도 춘계학술대회 논문집
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    • pp.205-209
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    • 2000
  • This paper is concerned with development of the production-oriented structural design information system to predict the inaccuracy level of panel blocks and to consider the result at the structural design stage. Emphasis is placed on that the inaccuracy during production should likely be considered at the structural design stage to reduce the undesirable adjusting work and therefore to enhance the productivity. The primary goal of the present study is to consider the productivity and the efficient design at the same time for a high quality product of panel block. Usefulness of the developed information are illustrated through some application examples.

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