• Title/Summary/Keyword: 건축설계 적용

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Framework of seismic design specification for telecommunication (통신설비 적용 내진 규격기준 프레임워크)

  • Lee, Sang-Mu;Cho, Pyung-Dong
    • Journal of the Earthquake Engineering Society of Korea
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    • v.12 no.2
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    • pp.45-52
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    • 2008
  • The telecommunication facilities by the basic law of telecommunication were added to the protection law against natural disasters as a scope of seismic design application on January 2007 since legal regulation had been reinforced in our country as in the circumstance that earthquakes are now frequently occurred in several areas over the world. This paper handles an establishing provision of concrete seismic design specification for applying to telecommunication facilities. For this purpose, this paper classified the parts of telecommunication facilities as being the correspondents to apply seismic design and analyzes the procedure of the design specification of building structure as the part of building construction law as a basic reference for seismic design application. And the method of introducing the foreign specification is presented. Thereon seismic design measures to be introduced into legal regulation are suggested for telecommunication service endurance against earthquake.

Development of Design Support Tool for Building 3D printing (건축물 3D 프린팅 설계지원도구 개발)

  • Lee, Dongyoun;Seo, Myoung-Bae;Ju, Ki-Beom
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.21 no.10
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    • pp.94-105
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    • 2020
  • Recently, most studies of 3D printing in construction have focused on the development of 3D printers and materials suitable for construction 3D printers. In comparison, there has been little research on design support tools that enable representative BIM data of building modeling tools to be applied to 3D printing. In addition, existing 3D printing slicing programs are commercialized around manufacturing, showing that they are unsuitable for construction 3D printing. Therefore, this research aims to develop a design support tool for 3D printing for buildings. The developed design support tool was validated based on arbitrary BIM data. Verification showed that wall pattern generation was modeled accurately without errors, and a calculation of the construction period showed that the formula presented in this study was valid. Furthermore, the maximum length of the mesh split was set to 100mm to minimize errors when converting to STL files.

A Study on Adaptation of Neural Network to Warren Truss Design (와렌 트러스 설계에의 신경망 적용에 관한 연구)

  • Shin, Dong Cheol;Lee, Seung Chang;Cho, Young Sang
    • Journal of Korean Society of Steel Construction
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    • v.15 no.4 s.65
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    • pp.413-422
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    • 2003
  • Most engineers tend to rely on their intuition or existing data in formulating structural design or preliminary estimate of various conditions. Because of these variations, the artificial neural network is used as an alternative design model of the warren truss since it can handle uncertainty through the probability method. This research validated the approximate structural design model of the warren truss, with its proper parameter values of the neural network and design process falling within 10 percent torrence of the different designs that resulted between this model and the MIDAS program. The suggested model for the process was adapted for the truss design using the member section table, while time saving and efficiency are based on the allowed range of torrence.

Improving Constructability for Partnering in Large Hospital Construction Projects (대형병원 프로젝트의 시공성 증대를 위한 파트너링 모델 구축)

  • Kim Sang-Il
    • Korean Journal of Construction Engineering and Management
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    • v.5 no.3 s.19
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    • pp.153-165
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    • 2004
  • Most engineering tasks require collaboration between many users in major hospital construction projects that have many reconstructions. Loss and change orders occurred in factors such as information exchange, misunderstandings, advanced technology in hospital projects. Moreover, changes in context, costs, requirements, deadlines, etc. require negotiation of issues that may modify important project characteristics. The objective of this paper is to reduce reconstruction for the pre-construction process of hospital projects, reconstruction factors were analyzed in recent hospital construction project the system was established in order to solve reconstruction factors, and this system was validated through applying to the real project. Therefore it is a major challenge to make high level of communication and to have mutual understanding.

Determination of optimal flood using total expected cost function (총 기대비용함수를 이용한 최적설계홍수량 결정)

  • Kim, Sang Ug;Choi, Kwang Bae;Seo, Dong Il;Cheon, Young Il
    • Proceedings of the Korea Water Resources Association Conference
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    • 2022.05a
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    • pp.287-287
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    • 2022
  • 홍수빈도분석의 실용적 측면의 목적은 특정 재현기간에 대하여 발생 가능한 홍수량을 설계홍수량(design flood)으로 설정함으로써 댐, 제방, 배수시설, 하수관거 등의 치수기능을 가진 치수시설물이 설계홍수량 내에서 홍수로 인한 피해를 발생시키지 않도록 그 규모와 기능을 설계함에 있다. 특히 우리나라의 경우 유량자료의 부족으로 강우빈도분석을 수행하여 재현기간별 확률강우량을 먼저 산정하고 이를 강우-유출모형을 통해 확률홍수량으로 전환한 뒤 하천등급에 따른 재현기간 기준에 따라 설계홍수량을 산정하고 있다. 그러나 이와 같이 결정된 설계홍수량이 특정유역에서 발생될 수 있는 피해규모에 대해 얼마나 적정한 지의 여부를 과학적으로 판단하기 위한 연구는 국내·외에서 찾아보기 어려우며, 이러한 문제를 개선하기 위한 기초 이론을 제공하는 것이 본 연구의 가장 중요한 목표이다. 홍수빈도분석을 통해 산정된 설계홍수량의 적정성 여부를 과학적으로 판단하기 위해 최근에 진행된 해외의 몇몇 연구에서는 총 기대비용함수(total expected cost function)의 개발에 근거한 최적설계홍수량을 활용할 수 있음을 제안한 바 있다. 이 개념은 계획된 설계홍수량 이상에서 발생될 수 있는 피해함수(damage function) 및 기대피해함수(expected damage function)와 비용함수(cost function)가 결정되면, 이로부터 총 비용을 나타내는 총 기대비용함수(total expected cost function)을 도출하고 총 기대비용함수가 최소가 되는 최적설계홍수량(optimal design flood)을 산정하여 이를 계획된 설계홍수량(tentative design flood) 비교함으로써 계획된 설계홍수량의 적정성을 판단하는 과정을 기초이론으로 활용한다. 본 연구에서는 불확실성으로 발생되는 범위를 고려한 최적설계홍수량을 산정하기 위하여 Metropolis-Hastings 알고리즘을 사용하였으며, 자료의 종류에 따른 홍수량의 변화를 분석하기 위하여 년최대계열 및 부분시계열 자료를 각각 적용하였다. 한강유역에서 가평대성, 여주 및 한강대교 수위표 지점에서 측정된 자동관측유량장치에 의한 홍수량 자료를 활용하였으며, 최적설계홍수량이 기존 설계홍수량에 비해 크게 산정됨을 알 수 있었다.

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Subject Selection Model of Green VE for Sustainable Design (친환경건축물 설계를 위한 Green VE 대상선정모델)

  • Song, Chang-Yeob;Moon, Hyun-Seok;Hyun, Chang-Taek
    • Korean Journal of Construction Engineering and Management
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    • v.12 no.3
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    • pp.42-52
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    • 2011
  • As environmental issues are rising recently efforts to reduce environmental stress are emerging in all industry segments. Especially environmental impact of buildings occupy a critical portion, so each country is operating green building rating system for life cycle of buildings. Accordingly green building rating system for every facility is operating in Korea. And acquisition of grade I for building energy efficiency is mandatory for every new public buildings since 2010. To design green building efficiently and systematically eco-friendly elements should be considered and checked from the schematic design phase. But in many cases eco-friendly elements are checked at the end of constructed design phase. So applying eco-friendly elements at the value engineering process, which is performing through schematic and constructed design phase, could make a efficient and systematic green building design. Value engineering process is divided into pre workshop, workshop and post workshop stages. And subject selection in pre workshop stage is the step that finds out the subjects which has the great possibility to be improved to perform efficient value engineering workshop. So this study present the Green VE subject selection model to select the most considerable eco-friendly subjects in projects.

A Study on Elasto-Plastic Behavior of Column-to-Beam Welded Connection with 600MPa Class High Performance Steel (600MPa급(SM 570 TMC) 고성능강 기둥-보 용접접합부의 탄소성 거동에 관한 연구)

  • Kim, Jong Rak;Oh, Young Suk;Baek, Ki Youl;Chang, Sung Yun
    • Journal of Korean Society of Steel Construction
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    • v.20 no.6
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    • pp.783-792
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    • 2008
  • While the recent high demand for mega-tall buildings has led to the development of high-performance and high-strength steels, the requirements for architectural-structure-performance steel have been raised as engineers recognize the potential damage that an earthquake can wreak on a tall building. A 600MPa-class steel has emerged to meet such need, and many studies are currently exploring its practical applications on civil engineering works and mega-tall buildings. The available data on the horizontal-force behaviors of structures built with such new steel, however, are still insufficient. There is an urgent need to look into its design data, especially its toughness, and to compare the plastic strain ratios of column-to-beam connections using high-strength steel and regular steel. One of the first studies on the behavior of a column-to-beam connection using 600MPa-class steel (SM570 TMC), this thesis analyzes such steel's structural performance by conducting a structural test on seismic resistance on a full-scale column-to-beam welded connection with non-scallop and recommended-scallop details. Compared with the previous studies on SM490, this thesis evaluates the weldability of SM570 TMC and presents the latter's seismic design data for use in testing its practical application.

A Study on the Development of the Structural Performance Evaluation Manual of the Skyscrapers Curtain Wall Systems for Construction Managers (초고층건축 알루미늄커튼월 구조설계검토 프로세스와 매뉴얼 개발에 관한 연구: 멀리언과 트랜섬을 중심으로)

  • Cho, Ye-Won;Lee, Min-Cheol;Ock, Jong-Ho
    • Korean Journal of Construction Engineering and Management
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    • v.10 no.3
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    • pp.92-101
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    • 2009
  • The purpose of this study was to develop the curtain-wall structure design evaluation manual that can easily examine the curtain-wall structural members (Mullion and Transom) stability from the position of the construction managers. Through analyzing the structural design reports in the previous studies and interview with industry experts, the curtain-wall structural member design process was elicited. The manual, which consists of Microsoft Excel-based work sheet and its manual, was applied to a real curtain-wall design project to make sure its usability. A workshop with three curtain-wall experts and three construction managers was conducted to identify pros and cons of the manual, thereby enhancing its applicability in the future.

도시계획에 있어서의 규제 및 통제(1)

  • Sin, Dong-Hae
    • Korean Architects
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    • no.2 s.52
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    • pp.42-53
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    • 1973
  • 대부분의 건축가들에게는 규제 및 통제는 난센스라 생각되는 수가 있는데 이는 훌륭하게 설계된 건물이라 할지라도 그 건물을 법적으로 금지할 때가 종종 있기 때문이다. 건축분야에서 가장 진보된 규제 및 통제 방법은 건축기준과 지역ㆍ지구에 관한 규제(Restrictive Building Code & Zoning Ordinances)이다. 이 이외에 상식적으로 생각하더라도 여러 가지 제한을 들 수 있는데, 의뢰자의 취미, 융자조건, 여산, 재산세, 기후 및 대지조건과 기계설비의 제한요소가 있겠다. 우리는 건축 및 도시의 복잡한 미로에서, 우리의 주위 환경 속에서 인간의 목적과 희망을 달성하기 위한 규제들 중 어느 것이 최우선이어야만 되는가에 대한 통찰력을 잃어버렸다. 이런 문제들은 건축가에만 국한되지 않는다. 진정 여기에서 우리는 이 시대의 중요한 사회적, 정치적 문제점-공공권리와 개인권리의 공공책임과 개인책임의, 그리고 개인주도력과 공공주도력과의 한계에 직면하게 된다. 더구나, 이런 분야의 한계는 불명확해지며 더욱더 복잡화되며 다루기 어려워져 가고 있다. 본 장에서는 건축을 규제하는 요소들을 조사하겠다. 그리고 현 통제체제의 정신, 그 근원, 문제점, 단점, 타당성, 그리고 적용에 관하여 논해보기로 한다.

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A Study on Approach Method for Standardization of Contruction Specifications and Design Criteria based on Energy Performance of Electrical Installations in Buildings (건축전기설비분야의 에너지절약 요소기술 설계편람 개발)

  • Kim, Se-Dong;Lee, Kwang-Sik;Park, Won-Joo;Choi, Eun-Hyeok
    • Proceedings of the Korean Institute of IIIuminating and Electrical Installation Engineers Conference
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    • 2009.10a
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    • pp.387-390
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    • 2009
  • 앞으로 국제경쟁력 확보를 위해서는 성능중심의 건설기술기준 적용이 필요하다. 성능중심의 건설기준을 개발하고, 성능계약제도 도입방안을 구축함으로써 시설물의 성능을 향상시키고, 생애주기비용 (LCC)을 절감하며, 설계 및 시공자의 기술개발을 유도하는 것이 필요하다. 본 연구에서는 건축전기설비분야를 중심으로 에너지절약 요소기술을 발굴하고, 설계기준에 기술하기 곤란한 사항, 기술자가 효율적인 업무수행을 위하여 필요한 사항들을 도출하여 실무에 쉽게 활용하도록 설계편람을 작성하는데 있다.

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