• 제목/요약/키워드: Minimal construction

검색결과 190건 처리시간 0.024초

토목섬유로 보강한 지반앵커를 사용한 도심지 굴착시공사례 (A case study on the excavation work using the reinforced ground anchor with geosynthetics in urban area)

  • 임강호;오정환;김태섭;최성일
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2009년도 춘계 학술발표회
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    • pp.902-911
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    • 2009
  • There appeared many difficulties due to various construction factors during the recent construction adjacent to the housing for the aging. In particular, the study is going to summarize and overview the selection procedure and construction details of the excavation engineering of this site, which could ensure workability and economic efficiency through the construction of a shorter anchor than the length of the existing anchor with a minimal marginal space without invading the nearby private land.

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ACCELERATED CONSTRUCTION OF URBAN INTERSECTIONS WITH PORTLAND CEMENT CONCRETE PAVEMENT (PCCP)

  • Kamran M. Nemati
    • 국제학술발표논문집
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    • The 1th International Conference on Construction Engineering and Project Management
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    • pp.886-891
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    • 2005
  • The frequent maintenance required on some asphalt concrete (AC) pavement sections has made reconstruction with Portland Cement Concrete Pavement (PCCP) a feasible alternative. However, many constructability issues need to be addressed in order to realize the full potential of this alternative. Accelerated paving encompasses three classes of activities: methods to accelerate the rate of strength gain, methods to minimize the construction time, and traffic control strategies to minimize user delay. Three major AC intersections with severe rutting problems were reconstructed with PCCP. The entire reconstruction of each intersection, including demolition of the AC pavement and its replacement with PCCP, took place over a period of three days, starting on Thursday evening and opening the intersection to the traffic on Sunday afternoon. This paper discusses the use of PCCP for accelerated reconstruction of major urban intersections with minimal user and traffic disruption, using innovative construction techniques and traffic management optimization principles and demonstrates that concrete pavements can be constructed efficiently and quickly.

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Construction quality issues in performance-based wind engineering: effect of missing fasteners

  • van de Lindt, John W.;Dao, Thang Nguyen
    • Wind and Structures
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    • 제13권3호
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    • pp.221-234
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    • 2010
  • In light-frame wood construction, missing roof-sheathing fasteners can be a relatively common occurrence. This type of construction makes up the vast majority of the residential building stock in North America and thus their performance in high winds, including hurricanes, is of concern due to their sheer number. Construction quality issues are common in these types of structures primarily because the majority are conventionally constructed and unlike steel and reinforced concrete structures, inspection is minimal except in certain areas of the country. The concept of performance-based wind engineering (PBWE), a relatively new paradigm, relies on the assumption that building performance under wind loads can be accurately modeled. However, the discrepancy between what is designed (and modeled) and what is built (the as-built) may make application of PBWE to light-frame wood buildings quite difficult. It can be concluded from this study that construction quality must be controlled for realistic application of PBWE to light-frame wood buildings.

건설공사 안전관리자 업무 분장 실태조사 연구 (A Study on the Actual Conditions of Safety Manager's Work in Construction Projects)

  • 김한얼;안재홍;임형철
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2023년도 봄 학술논문 발표대회
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    • pp.371-372
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    • 2023
  • If the participants in construction site safety management perform their duties in accordance with the provisions of the Industrial Safety and Health Act, the burden on safety managers would be minimal. However, the lack of specific work guidelines for each participating entity and the greater responsibility of the safety and health general manager than the management supervisor have resulted in safety managers' workload being increased due to the problem of management supervisors' neglect of safety management. In this study, we conducted a survey of the safety manager's duties and related documents during the construction project initiation, early stages, ongoing work, and disaster occurrence/investigation, and conducted interviews to improve and enhance the division of duties.

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THE CONSTRUCTION OF RELATIVE F-REGULAR RELATIONS

  • Song, Hyungsoo
    • Korean Journal of Mathematics
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    • 제9권2호
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    • pp.123-128
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    • 2001
  • Given a homomorphism ${\Pi}:X{\rightarrow}Y$, with Y minimal, we will introduce the concept of a relative (to ${\Pi}$) F-regular relation which generalize the notions of F-proximality, F-regularity and relative F-proximality, and will study its properties.

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Genesis of Artificial Strains Based on Microbial Genomics

  • Kim, Sun-Chang;Sung, Bong-Hyun;Yu, Byung-Jo
    • 한국미생물생명공학회:학술대회논문집
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    • 한국미생물생명공학회 2001년도 Proceedings of 2001 International Symposium
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    • pp.15-19
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    • 2001
  • Creating an artificial strain with a minimal gene set for a specific purpose is every biologist's dream. With the complete genome sequencing of more than 50 microorganisms and extensive functional analyses of their genes, it is possible to design a genetic blueprint for a simple custom-designed microbe with the minimal gene set. Two different approaches are being considered. The first 'top-down' approach is trimming the genome to a minimal gene set by selectively removing genes of an organism thought to be unnecessary based on microbial genomics. The second 'bottom-up' approach is to synthesize the proposed minimal genome from basic chemical building blocks. The 'top-down' approach starting with the genome of a well known microorganism is more technically feasible, whereas the bottom-up approach may not be attainable in the nearest future because of the lack of the complete functional analysis of the genes needed for a life. Here in this study, we used the top-down approach to minimize the E. coli genome to create an artificial organism with 'core' elements for self-sustaining and self-replicating cells by eliminating unnecessary genes. Using several different kinds of sophisticated deletion techniques combined with a p:1age and transposons, we deleted about 19% of the E. coli genome without causing any damages to cellular growth. This smaller E. coli genome will be further reduced to a genome with a minimal gene l;et essential for cell life. This minimized E. coli genome can lead to the construction of many custom-designed strains with myriad practical and commercial applications.

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Automated Construction Activities Extraction from Accident Reports Using Deep Neural Network and Natural Language Processing Techniques

  • Do, Quan;Le, Tuyen;Le, Chau
    • 국제학술발표논문집
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    • The 9th International Conference on Construction Engineering and Project Management
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    • pp.744-751
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    • 2022
  • Construction is among the most dangerous industries with numerous accidents occurring at job sites. Following an accident, an investigation report is issued, containing all of the specifics. Analyzing the text information in construction accident reports can help enhance our understanding of historical data and be utilized for accident prevention. However, the conventional method requires a significant amount of time and effort to read and identify crucial information. The previous studies primarily focused on analyzing related objects and causes of accidents rather than the construction activities. This study aims to extract construction activities taken by workers associated with accidents by presenting an automated framework that adopts a deep learning-based approach and natural language processing (NLP) techniques to automatically classify sentences obtained from previous construction accident reports into predefined categories, namely TRADE (i.e., a construction activity before an accident), EVENT (i.e., an accident), and CONSEQUENCE (i.e., the outcome of an accident). The classification model was developed using Convolutional Neural Network (CNN) showed a robust accuracy of 88.7%, indicating that the proposed model is capable of investigating the occurrence of accidents with minimal manual involvement and sophisticated engineering. Also, this study is expected to support safety assessments and build risk management systems.

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Even-Mansour 스킴 공격방법의 간략화 (Simplification on Even-Mansour Scheme Attacks)

  • 김홍태
    • 융합보안논문지
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    • 제16권7호
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    • pp.85-91
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    • 2016
  • 블록암호는 암호시스템 중에서 두드러지면서 중요한 부분이며, 최소의 구조를 갖는 것에 관한 연구는 암호학 연구에서 주요한 주제 중의 하나이다. 최소의 구조에 관해 관심을 갖던 Even과 Mansour는 1990년대 초반에 Even-Mansour 스킴이라고 불리는 일종의 블록암호를 제안하였다. Even-Mansour 스킴은 하나의 치환과 두 개의 비밀키를 가지는 매우 간단한 암호이다. 이러한 Even-Mansour 스킴과 그의 안전성 분석에 관한 많은 연구들이 이루어져 왔다. 우리는 Even-Mansour 스킴을 설명하고 이 스킴의 공격방법에 대해 수학적인 언어를 이용하여 단순화한다. 추가적으로, 우리는 이산로그를 공격할 때 사용하는 Pollard rho 공격과 동일한 계산량으로 Pollard rho 공격을 Even-Mansour 스킴의 공격에 적용할 수 있음을 보인다.

건축 구조체를 이용한 개량 역타공법의 변천 과정과 적용 사례연구 (A Case Study on the Application and History of Improved Method Top-Down Support by the Building Structure)

  • 이중재;정경식;노배영;홍원표;김종호
    • 기술발표회
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    • 통권2006호
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    • pp.45-53
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    • 2006
  • Top-Down Construction Method has been considered as the steadiest and the most reasonable method of construction since 1984 when it was applied to LG Da-Dong building and its usage in the field construction has since grown rapidly. With increased cases, engineers not only pursue their studies of R & D continuously but also develop various technical methods based on Top-Down Construction in an era of rapid technological change to adopt them to the field construction. Top-Down Construction meets the needs of these challenging points, such as reduction and eliminates of temporary equipment for supporting permanent structures on the ground, improved method of construction, shortening construction periods, cost reduction, and allows for minimal environmental impact.

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진동법을 이용한 사장교의 시공 중 장력 평가 (Evaluation of Cable Tension Forces Using Vibration Method for a Cable-stayed Bridge under Construction)

  • 조수진;윤정방;심성한
    • 한국안전학회지
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    • 제29권2호
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    • pp.38-44
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    • 2014
  • When a cable-stayed bridge is under construction, the cable tension that changes according to the construction phase is the index indicating the proper construction management. In this study, the vibration method using the least-square estimation has been implemented to monitor changing tensions of two multi-strand cables of a cable-stayed bridge under construction. The test bridge is Hwamyung Bridge in Korea with a prestressed concrete box girder. The field tests are executed during the second tensioning stage just after the installation of the key segment. The tensions of two cables are measured before and after the tensioning and 5 days later (i.e., after finishing the tensioning of all cables). The accuracy of the estimated tensions by the vibration method has been improved by employing proper effective lengths of the cables. The measured tensions are compared with the result of the lift-off tests and design tensions. The vibration method shows very good performance in monitoring the changing tensions according to the construction phase with minimal error.