• 제목/요약/키워드: Global Construction

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시설과 공간계획을 중심으로 한 농촌지역 재난안전마을 구축방안 연구 (Study on Plans to Establish Disaster Safety Villages in Rural Areas by Focusing on Facilities and Spatial Projects)

  • O, Hyeji;Lee, Taegoo
    • 한국재난정보학회 논문집
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    • 제12권3호
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    • pp.261-272
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    • 2016
  • 전 세계가 지구 온난화 현상에 의한 기상이변을 겪으면서 태풍이나 집중호우, 지진, 가뭄 등의 급증하는 자연재해로 인해 많은 피해를 입고 있다. 우리나라는 특히 대륙성 기후와 해양성 기후가 교차하는 국가로 국지성 집중호우 및 태풍의 강도가 심화되어 피해가 빈번하고 산사태, 폭풍, 홍수를 동반하여 피해 규모는 증가한다. 이에 본 연구는 태풍과 집중호우로 인한 피해가 특히 심하고 그에 따른 대책이나 기반시설이 제대로 마련되어 있지 않은 농촌마을로 한정하여 피해사례와 원인을 분석하였고, 외국의 자연재해 방지 대책 사례를 조사하였다. 이를 바탕으로 시설과 건축물, 공간계획 위주로 국내 농촌지역에 적용가능한 계획요소를 도출함으로써 재난안전마을을 구축하기 위한 방안을 제시하고자 하였다.

상수관로와 밸브 파괴모의를 기반으로 한 다른 제수밸브 분포간의 우열성 평가방법 (A Methodology for Evaluating the Superiority between Different Valve Distributions Based on Pipe and Valve Failure Simulation)

  • 전환돈;박수완
    • 한국수자원학회논문집
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    • 제40권6호
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    • pp.495-502
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    • 2007
  • 상수관망에서 다양한 제수밸브 분포간의 우열성 평가는 상수관망의 신뢰성 확보를 위해 필수적이다. 기존 상수관망에 새로운 제수밸브를 추가할 경우나 새로운 상수관망을 건설할 경우, 본 연구에서는 서로 다른 제수밸브 분포간의 우열성을 평가하여 좀 더 효율적인 제수밸브 분포를 선택할 수 있는 방법을 제안하고자 한다. 제안된 방법은 상수관 및 제수밸브의 파괴 모의를 바탕으로 하며 제수밸브 분포간의 우열성은 상수관망의 신뢰도를 기준으로 하였다. 상수관망의 신뢰도는 상수관 파괴당 평균적인 단수인구로 나타내지며 충분한 횟수의 상수관 및 제수밸브 파괴모의를 통해서 산정하였다. 제안된 방법의 적용성을 평가하기 위하여 실제 상수관망을 대상으로 새로운 제수밸브를 추가할 경우 두가지 다른 밸브분포를 결정한 후 우열성을 판별하였다. 또한 다양한 제수밸브 신뢰도에 따른 관파괴당 평균단수인구를 산정하여 제수밸브 신뢰도가 상수관망의 신뢰도 향상에 미치는 영향을 검증하였다.

A Translator of MUSS-80 for CYBER-72l

  • 이용태;이은구
    • 정보과학회지
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    • 제1권1호
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    • pp.23-35
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    • 1983
  • In its global meaning language translation refers to the process whereby a program which is executable in one computer can be executed in another computer directly to obtain the same result. There are four different ways of approaching translation. The first way is translation by a Translator or a Compier, the second way is Interpretation, the third way is Simulation, the last way is Emulation. This paper introduces the M-C Translator which was designed as the first way of translation. The MUSS 80 language (the subsystem of the UNIVAC Solid State 80 S-4 assembly language system) was chosen as the source language which includes forty-three instructions, using the CYBER COMPASS as the object language. The M-C translator is a two pass translator and is a two pas translator and es written in Fortran Extended language. For this M-C Translation, seven COMPASS subroutines and a set of thirty-five macros were prepared. Each executable source instruction corresponds to a macro, so it will be a macro instruction within the object profram. Subroutines are used to retain and handle the source data representation the same way in the object program as in the source system, and are used to convert the decimal source data into the equivalent binary result into the equivalent USS-80digits before and after arithmetic operations. The source instructions can be classified into three categories. First, therd are some instructions which are meaningless in the object system and are therefore unnecessary to translate, and the remaining instructions should be translated. Second, There are some instructions are required to indicate dual address portions. Third, there are Three instructions which have overflow conditions, which are lacking in the remaining instructions. The construction and functions of the M-C Translator, are explained including some of the subroutines, and macros. The problems, difficulties and the method of solving them, and easier features on this translation are analysed. The study of how to save memory and time will be continued.

Fragmentation and energy absorption characteristics of Red, Berea and Buff sandstones based on different loading rates and water contents

  • Kim, Eunhye;Garcia, Adriana;Changani, Hossein
    • Geomechanics and Engineering
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    • 제14권2호
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    • pp.151-159
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    • 2018
  • Annually, the global production of construction aggregates reaches over 40 billion tons, making aggregates the largest mining sector by volume and value. Currently, the aggregate industry is shifting from sand to hard rock as a result of legislation limiting the extraction of natural sands and gravels. A major implication of this change in the aggregate industry is the need for understanding rock fragmentation and energy absorption to produce more cost-effective aggregates. In this paper, we focused on incorporating dynamic rock and soil mechanics to understand the effects of loading rate and water saturation on the rock fragmentation and energy absorption of three different sandstones (Red, Berea and Buff) with different pore sizes. Rock core samples were prepared in accordance to the ASTM standards for compressive strength testing. Saturated and dry samples were subsequently prepared and fragmented via fast and dynamic compressive strength tests. The particle size distributions of the resulting fragments were subsequently analyzed using mechanical gradation tests. Our results indicate that the rock fragment size generally decreased with increasing loading rate and water content. In addition, the fragment sizes in the larger pore size sample (Buff sandstone) were relatively smaller those in the smaller pore size sample (Red sandstone). Notably, energy absorption decreased with increased loading rate, water content and rock pore size. These results support the conclusion that rock fragment size is positively correlated with the energy absorption of rocks. In addition, the rock fragment size increases as the energy absorption increases. Thus, our data provide insightful information for improving cost-effective aggregate production methods.

Enhancement of UAV-based Spatial Positioning Using the Triangular Center Method with Multiple GPS

  • Joo, Yongjin;Ahn, Yushin
    • 한국측량학회지
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    • 제37권5호
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    • pp.379-388
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    • 2019
  • Recently, a technique for acquiring spatial information data using UAV (Unmanned Aerial Vehicle) has been greatly developed. It is a very crucial issue of the GIS (Geographic Information System) mapping system that passes way point in the unmanned airframe and finally measures the accurate image and stable localization to the desired destination. Though positioning using DGPS (Differential Global Navigation System) or RTK-GPS (Real Time Kinematic-GPS) guarantee highly accurate, they are more expensive than the construction of a single positioning system using a single GPS. In the case of a low-priced single GPS system, the stability of the positioning data deteriorates. Therefore, it is necessary to supplement the uncertainty of the absolute position data of the UAV and to improve the accuracy of the current position data economically in the operating state of the UAV. The aim of this study was to present an algorithm enhancing the stability of position data in a single GPS mode of UAV with multiple GPS. First, the arrangement of multiple GPS receivers through the center of gravity of the UAV were examined. Next, MD (Mahalanobis Distance) is applied to detect instantaneous errors of GPS data in advance and eliminate outliers to increase the accuracy of previously collected multiple GPS data. Processing procedure for multiple GPS reception data by applying the center of the triangular method were presented to improve the position accuracy. Second, UAV navigation systems integrated multiple GPS through configuration of the UAV specifications were implemented. Using the unmanned airframe equipped with multiple GPS receivers, GPS data is measured with the TCM (Triangular Center Method). In addition, UAV equipped with multiple GPS were operated in study area and locational accuracy of multiple GPS of UAV with VRS (Virtual Reference Station) GNSS surveying were compared. The result showed that the error factors are compensated, and the error range are reduced, resulting in the reliability of the corrected value. In conclusion, the result in this paper is expected to realize high-precision position estimation at low cost in UAV using multiple low-cost GPS receivers.

Performance-based and damage assessment of SFRP retrofitted multi-storey timber buildings

  • Vahedian, Abbas;Mahini, Seyed Saeed;Glencross-Grant, Rex
    • Structural Monitoring and Maintenance
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    • 제2권3호
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    • pp.269-282
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    • 2015
  • Civil structures should be designed with the lowest cost and longest lifetime possible and without service failure. The efficient and sustainable use of materials in building design and construction has always been at the forefront for civil engineers and environmentalists. Timber is one of the best contenders for these purposes particularly in terms of aesthetics; fire protection; strength-to-weight ratio; acoustic properties and seismic resistance. In recent years, timber has been used in commercial and taller buildings due to these significant advantages. It should be noted that, since the launch of the modern building standards and codes, a number of different structural systems have been developed to stabilise steel or concrete multistorey buildings, however, structural analysis of high-rise and multi-storey timber frame buildings subjected to lateral loads has not yet been fully understood. Additionally, timber degradation can occur as a result of biological decay of the elements and overloading that can result in structural damage. In such structures, the deficient members and joints require strengthening in order to satisfy new code requirements; determine acceptable level of safety; and avoid brittle failure following earthquake actions. This paper investigates performance assessment and damage assessment of older multi-storey timber buildings. One approach is to retrofit the beams in order to increase the ductility of the frame. Experimental studies indicate that Sprayed Fibre Reinforced Polymer (SFRP) repairing/retrofitting not only updates the integrity of the joint, but also increases its strength; stiffness; and ductility in such a way that the joint remains elastic. Non-linear finite element analysis ('pushover') is carried out to study the behaviour of the structure subjected to simulated gravity and lateral loads. A new global index is re-assessed for damage assessment of the plain and SFRP-retrofitted frames using capacity curves obtained from pushover analysis. This study shows that the proposed method is suitable for structural damage assessment of aged timber buildings. Also SFRP retrofitting can potentially improve the performance and load carrying capacity of the structure.

Does the China-Korea Free Trade Area Promote the Green Total Factor Productivity of China's Manufacturing Industry?

  • Liu, Zuan-Kuo;Cao, Fei-Fei;Dennis, Bolayog
    • Journal of Korea Trade
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    • 제23권5호
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    • pp.27-44
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    • 2019
  • Purpose - The purpose of this paper is to analyze the net effect of the green total factor productivity (GTFP) of China's manufacturing industry from the China-Korea Free Trade Area (China-Korea FTA) quantitatively. Design/methodology - Firstly, the Global Malmquist-Luenberger (GML) index based on the SBM directional distance function is used to measure the GTFP of China's manufacturing and analyze the driving force for its growth. Secondly, the regression discontinuity quantitative analysis is used to determine the impact of the China-Korea FTA on China's manufacturing GTFP. Findings - Our main findings can be summarized as follows: the China-Korea FTA has promoted the GTFP of China's manufacturing with an effect evaluation mainly resulting from green technology progress. And there is industry heterogeneity in the policy effect on the manufacturing GTFP due to the China-Korea FTA. Namely, policy promotion from the China-Korea FTA is more effective on the GTFP of equipment manufacturing than it is on those of other industries. Originality/value - First, an evaluation and analysis of the GTFP development of China's manufacturing that employs GML index based on SBM directional distance function. Second, a quantitative estimate of China-Korea FTA's net effect on China's manufacturing industrial GTFP that uses regression discontinuity analysis, which is considered to be the closest method to natural experiments and superior to other causal inference methods. Third, an in-depth discussion of the practical steps that China's manufacturing can take to improve GTFP development and integrate China-Korea FTA construction into economic development.

Rigid plastic analysis for the seismic performance evaluation of steel storage racks

  • Montuori, Rosario;Gabbianelli, Giammaria;Nastri, Elide;Simoncelli, Marco
    • Steel and Composite Structures
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    • 제32권1호
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    • pp.1-19
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    • 2019
  • The aim of the paper is the prediction of the seismic collapse mode of steel storage pallet racks under seismic loads. The attention paid by the researchers on the behaviour of the industrial steel storage pallets racks is increased over the years thanks to their high dead-to-live load ratio. In fact, these structures, generally made by cold-formed thin-walled profiles, present very low structural costs but can support large and expensive loads. The paper presents a prediction of the seismic collapse modes of multi-storey racks. The analysis of the possible collapse modes has been made by an approach based on the kinematic theorem of plastic collapse extended to the second order effects by means of the concept of collapse mechanism equilibrium curve. In this way, the dissipative behaviour of racks is determined with a simpler method than the pushover analysis. Parametric analyses have been performed on 24 racks, differing for the geometric layout and cross-section of the components, designed in according to the EN16618 and EN15512 requirements. The obtained results have highlighted that, in all the considered cases, the global collapse mechanism, that is the safest one, never develops, leading to a dangerous situation that must be avoided to preserve the structure during a seismic event. Although the studied racks follow all the codes prescriptions, the development of a dissipative collapse mechanism is not achieved. In addition, also the variability of load distribution has been considered, reflecting the different pallet positions assumed during the in-service life of the racks, to point out its influence on the collapse mechanism. The information carried out from the paper can be very useful for designers and manufacturers because it allows to better understand the racks behaviour in seismic load condition.

특징점 추출기법을 이용한 접근불능지역의 위성영상 GCP 칩 자동추출 (GCP Chip Automatic Extraction of Satellite Imagery Using Interest Point in North Korea)

  • 이계동;윤종성
    • 한국측량학회지
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    • 제37권4호
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    • pp.211-218
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    • 2019
  • 국토교통부에서는 2019년과 2020년에 차세대 중형위성 1호 및 2호 기를 발사하여, 지구환경 모니터링 및 접근불능지역에 대한 수치지도 제작에 활용하고자 하고 있다. 차세대 중형 위성을 통해 수집된 위성영상정보는 지구환경 모니터링, 지형도 제작, 재난재해 예방을 위한 분석 등 다양한 분야에 활용이 가능하다. 이와 같이 다양한 분야에 활용하기 위해서는 위성영상의 위치정확도 확보가 중요하며, 위성영상의 정밀기하수립을 위해 지표상의 정확한 지상기준점(GCP: Ground Control Point)을 사용하여 정밀 센서 모델을 수립하는 과정이 필요하다. 또한, 다양한 분야의 활용을 위해 정사영상 구축을 위한 단계별 자동화가 필요하며, 이를 위해 위성영상 GCP 칩의 DB (Data Base)가 체계적으로 구축되어야 한다. 따라서 본 연구에서는 위성영상의 정밀기하수립을 위하여 GCP를 자동 추출하는 다양한 기법들을 분석하여 최적의 방법을 도출하고자 한다.

Behavior of three-tube buckling-restrained brace with circumference pre-stress in core tube

  • Li, Yang;Qu, Haiyan;Xiao, Shaowen;Wang, Peijun;You, Yang;Hu, Shuqing
    • Steel and Composite Structures
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    • 제30권2호
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    • pp.81-96
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    • 2019
  • The behavior of a new Three-Tube Buckling-Restrained Brace (TTBRB) with circumference pre-stress (${\sigma}_{{\theta},pre}$) in core tube are investigated through a verified finite element model. The TTBRB is composed of one core tube and two restraining tubes. The core tube is in the middle to provide the axial stiffness, to carry the axial load and to dissipate the earthquake energy. The two restraining tubes are at inside and outside of the core tube, respectively, to restrain the global and local buckling of the core tube. Based on the yield criteria of fringe fiber, a design method for restraining tubes is proposed. The applicability of the proposed design equations are verified by TTBRBs with different radius-thickness ratios, with different gap widths between core tube and restraining tubs, and with different levels of ${\sigma}_{{\theta},pre}$. The outer and inner tubes will restrain the deformation of the core tube in radius direction, which causes circumference stress (${\sigma}_{\theta}$) in the core tube. Together with the ${\sigma}_{{\theta},pre}$ in the core tube that is applied through interference fit of the three tubes, the yield strength of the core tube in the axial direction is improved from 160 MPa to 235 MPa. Effects of gap width between the core tube and restraining tubes, and ${\sigma}_{{\theta},pre}$ on hysteretic behavior of TTBRBs are presented. Analysis results showed that the gap width and the ${\sigma}_{{\theta},pre}$ can significantly affect the hysteretic behavior of a TTBRB.