• 제목/요약/키워드: Architectural Engineering Design

검색결과 2,067건 처리시간 0.03초

우리나라 건축물 설계 스펙트럼에 상응하는 지진규모와 진앙거리의 추정 (Estimation of Earthquake Magnitude-Distance Combination Corresponding to Design Spectrum in Korean Building Code 2016)

  • 정기현;이한선;황경란
    • 한국지진공학회논문집
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    • 제21권1호
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    • pp.31-39
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    • 2017
  • In this study, to estimate the combination of earthquake magnitude ($M_w$) and distance (R) corresponding to the design spectrum defined in Korean Building Code (KBC) 2016, the response spectra predicted from the attenuation relationships with the variation of $M_w$ (5.0~7.0) and R (10~30km) are compared with the design spectrum in KBC 2016. Four attenuation relationships, which were developed based on local site characteristics and seismological parameters in Southern Korea and Eastern North America (ENA), are used. As a result, the scenario ground motions represented by the combinations of $M_w$ and R corresponding to the design spectrum for Seoul defined in KBC 2016 are estimated as (1) when R =10 km, $M_w=6.2{\sim}6.7$; (2) when R = 15 km, $M_w=6.5{\sim}6.9$; and (3) when R = 20 km, $M_w=6.7{\sim}7.1$.

설계 커뮤니케이션 인식조사 및 QFD를 이용한 설계 커뮤니케이션 방안 (Communication Awareness Survey and Design Communication Method Using QFD)

  • 배유정;권원;조재호;최병선;전재열
    • 한국건설관리학회논문집
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    • 제18권5호
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    • pp.50-58
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    • 2017
  • 최종 설계 결과물의 완성도와 발주자 요구에 적합한 설계 품질을 확보하기 위해서 프로젝트 참여자간 요구사항의 공유와 원활한 커뮤니케이션 과정이 필요하다. 하지만 기존의 문서기반, 도면기반 협력 방식은 복잡한 설계도서의 효과적 이해가 어렵고, 해당 분야의 충분한 기술적 경험이 중요하다. 참여자간 커뮤니케이션의 비효과적, 비효율적인 전달과 이해는 기능의 간섭 및 충돌의 가능성을 높이고 사업 수행의 물질적, 시간적 손실을 초래한다. 따라서 본 연구는 국내 건축설계업무에서의 참여자간 커뮤니케이션 현황과 인식을 조사하고 개선 방향을 제안하고자한다. 설문조사 내용을 기반으로 커뮤니케이션 증진요건을 분석하고 QFD 도구를 이용하여 기술적 요구사항을 프로젝트 참여자간 공유하고 수정하고 피드백 할 수 있는 커뮤니케이션 방안을 제시한다. QFD는 통합적인 설계검토가 가능하여 기능 간섭 및 충돌과 같은 예상 문제점을 발견하고 공유할 수 있다. 본 연구는 QFD를 이용한 커뮤니케이션 도구를 통해 적합한 의사결정을 지원하며 결과적으로 사용자 만족도 향상을 목적으로 한다.

Applications of a Deep Neural Network to Illustration Art Style Design of City Architectural

  • Yue Wang;Jia-Wei Zhao;Ming-Yue Zheng;Ming-Yu Li;Xue Sun;Hao Liu;Zhen Liu
    • Journal of Information Processing Systems
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    • 제20권1호
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    • pp.53-66
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    • 2024
  • With the continuous advancement of computer technology, deep learning models have emerged as innovative tools in shaping various aspects of architectural design. Recognizing the distinctive perspective of children, which differs significantly from that of adults, this paper contends that conventional standards may not always be the most suitable approach in designing urban structures tailored for children. The primary objective of this study is to leverage neural style networks within the design process, specifically adopting the artistic viewpoint found in children's illustrations. By combining the aesthetic paradigm of urban architecture with inspiration drawn from children's aesthetic preferences, the aim is to unearth more creative and subversive aesthetics that challenge traditional norms. The selected context for exploration is the landmark buildings in Qingdao City, Shandong Province, China. Employing the neural style network, the study uses architectural elements of the chosen buildings as content images while preserving their inherent characteristics. The process involves artistic stylization inspired by classic children's illustrations and images from children's picture books. Acting as a conduit for deep learning technology, the research delves into the prospect of seamlessly integrating architectural design styles with the imaginative world of children's illustrations. The outcomes aim to provide fresh perspectives and effective support for the artistic design of contemporary urban buildings.

Development and Structural Assessment of Joints of Permanent Uni-Wall System and Floor Systems in Substructure

  • Chun, Sung-Chul;Kim, Seung-Hun;Noh, Sam-Young;Kim, Kap-Soo;Han, Byum-Seok
    • 한국건축시공학회지
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    • 제12권2호
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    • pp.230-242
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    • 2012
  • Recently the Permanent Uni-wall System (PUS) has been developed which improved the disadvantage of the Cast-In-Place Concrete Pile (CIP) and could be used as permanent retaining wall. In this study, joints between PUS and floor systems were developed. From analyses of the characteristics of design and construction of PUS, shear friction reinforcements with couplers were adopted for shear design of the joints. Twelve types of joints were developed which were classified according to the types of floor structures, wale, and piles of PUS. Two typical joints were tested and the joints showed satisfactory behaviors on the points of shear strength, stiffness, and serviceability. Especially the shear strengths were much higher than the design strengths due to the shear keys which were by-products in splicing shear reinforcements. However, the shear strength of the joint is recommended to be designed by only shear friction reinforcement because shear key is not reliable and too brittle.

Experimental study on lateral behavior of precast wide beam-column joints

  • Kim, Jae Hyun;Jang, Beom Soo;Choi, Seung-Ho;Lee, Yoon Jung;Jeong, Ho Seong;Kim, Kang Su
    • Earthquakes and Structures
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    • 제21권6호
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    • pp.653-667
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    • 2021
  • In this study, cyclic loading tests were conducted on the precast concrete (PC) wide beam (WB)-column joints. Two beam-column joint specimens were fabricated with the arrangement and anchorage details of the reinforcing bars penetrating the beam and column as variables. Through a cyclic loading test, the lateral load-story drift ratio responses, seismic performance characteristics (e.g., ductility, overstrength factor), energy dissipation, strength and stiffness degradations of each specimen were compared and analyzed based on the various indices and the current structural codes (ACI 318-19 and ACI 374.1-05 report). In addition, the shear lag effect was confirmed through the gauge values of the PC beam, and the differences in seismic performance between the specimens were identified on that basis.

Field measurement of damping in industrial chimneys and towers

  • Cho, K.P.;Tamura, Y.;Itoh, T.;Narikawa, M.;Uchikawa, Y.;Nishimura, I.;Ohshima, Y.
    • Structural Engineering and Mechanics
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    • 제12권4호
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    • pp.449-457
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    • 2001
  • In the design of industrial chimneys and towers, structural engineers must assume a level of the inherent damping in the structures. In order to better estimate the dynamic response of those structures, actual damping was measured from wind-induced vibration signals of chimneys and towers and its characteristics with respect to the response levels, the structural systems, and the wind direction were discussed. Damping ratio and natural frequency for three chimneys and two towers were calculated using random decrement technique.

초고층 복합건축물 엘리베이터에서의 연돌현상 저감방안 평가 (Evaluation of the Alternatives to Minimize Stack Effect Problems with Elevators in Tall Complex Buildings)

  • 유정연;송규동;조동우
    • 설비공학논문집
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    • 제21권2호
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    • pp.118-125
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    • 2009
  • The purpose of this study is to evaluate the stack effect reduction alternatives in tall complex buildings in cold climates. The main problems in tall buildings occur in elevators. Such problems as elevator doors that do not close and exhaust airflows result in excessive pressure differences across elevator doors due to stack effect. Under the expected conditions causing these pressure differences, Field measurements are performed in three tall buildings. Each result of the measurements is analyzed in architectural design aspects. With these analysis, building design guidelines are proposed and analyzed by field measurements and computer simulations.

장기모의를 통한 도시유역 비점오염원 처리장치 용량 산정 (Determination of Design Capacity for NPS Pollutant Treatment Facilities by Long-term Simulation in Urban Areas)

  • 주진걸;유도근;김중훈
    • 한국물환경학회지
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    • 제27권6호
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    • pp.841-847
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    • 2011
  • In this study, a method to determine the design capacities of nonpoint source (NPS) pollutant treatment facilities in urban areas was suggested. A facility capacity to treat 80 percent of total SS discharge was estimated by 2-year rainfall - runoff - build-up and wash-off simulation at Goonja drainage district in Seoul. For wash-off simulation, four wash-off models (EMC, RC, EXP, and Joo model) were used. As the results, 80 percent of total SS discharge could be treated with only 7.7~31.4% facility capacity of peak flow. The suggested method and results will provide a guideline to determine design capacities of NPS pollutant treatment facility in urban areas.

Analysis of Living Noise in a Multi-unit Dwelling using Acoustic Simulation

  • Yang, Ginam;Ann, Joon-suk;Kim, Daewon;Kim, Gwang-Hee;Shin, Yoonseok
    • 한국건축시공학회지
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    • 제16권1호
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    • pp.87-96
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    • 2016
  • More than half of Korea's urban population currently lives in multi-unit dwellings. This particular residence structure inevitably positions the living spaces of residents in close proximity to one another. Because of this proximity, the sounds of a particular household will transfer to other residents' units creating conflict between tenants. Efforts to alleviate this problem have been made in both the public and private sector. A prominent method of noise analysis between living units has been to make an actual sound measurement and obtain qualitative measurements from questionnaires. Although this method has been most widely used, such analysis requires a large amount of human effort and time. In addition, the questionnaire method fails to provide the objective information needed to accurately assess the noise situation. To overcome the inadequacies of this previous method, this study seeks to evaluate the applicability of an acoustic simulation method. Three types of living noises were analyzed to assess the noise levels passed between multi-unit dwellings. The acoustic simulation method was found to be more economical, efficient, and adaptable in information processing. The results of this study can be further applied to design and control living-noise through procedures such as acoustic absorption or space redesign.

A Review on Structural Behavior, Design, and Application of Ultra-High-Performance Fiber-Reinforced Concrete

  • Yoo, Doo-Yeol;Yoon, Young-Soo
    • International Journal of Concrete Structures and Materials
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    • 제10권2호
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    • pp.125-142
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    • 2016
  • An overall review of the structural behaviors of ultra-high-performance fiber-reinforced concrete (UHPFRC) elements subjected to various loading conditions needs to be conducted to prevent duplicate research and to promote its practical applications. Thus, in this study, the behavior of various UHPFRC structures under different loading conditions, such as flexure, shear, torsion, and high-rate loads (impacts and blasts), were synthetically reviewed. In addition, the bond performance between UHPFRC and reinforcements, which is fundamental information for the structural performance of reinforced concrete structures, was investigated. The most widely used international recommendations for structural design with UHPFRC throughout the world (AFGC-SETRA and JSCE) were specifically introduced in terms of material models and flexural and shear design. Lastly, examples of practical applications of UHPFRC for both architectural and civil structures were examined.