• Title/Summary/Keyword: Map-building

검색결과 821건 처리시간 0.029초

상세재해지도를 고려한 경기지역 학교건축물의 내진성능평가 (Seismic Performance Evaluation of School Buildings in Gyunggi Region Considering Seismic Hazard Map)

  • 유한국;박태원;이상현;정란;조승호
    • 한국안전학회지
    • /
    • 제24권4호
    • /
    • pp.66-73
    • /
    • 2009
  • Since the school buildings are generally used as public shelters when the natural disasters such as flood and earthquake occur, it must be designed to show enough structural performance when subject to earthquake. Major failure mode of the school buildings observed in past earthquakes were shear failure of column of which length is shortened by infilled masonry blocks. In this study, the seismic risk of the reinforced concrete school building structure was evaluated by using the seismic performance evaluation methods of low-story RC structures developed in Japan and the required seismic performance index which is obtained according to the KBC2008 seismic hazard map and soil types. In this paper, the seismic performance of the school building is evaluated by considering this short-column effects, building shape and deterioration.

토공사 계측 방식(Photogrammetry, TLS, MMS)별 토공량 산정 정밀도 분석 (Accuracy Analysis of Earthwork Volume Estimating for Photogrammetry, TLS, MMS)

  • 박재우;염동준;강태경
    • 한국산업융합학회 논문집
    • /
    • 제24권4_2호
    • /
    • pp.453-465
    • /
    • 2021
  • Recently, photogrammetry, TLS(Terrestrial Laser Scanner), MMS(Mobile Mapping System)-based techniques have been applied to estimate earthwork volume for construction management. The primary objective of this study is to analyze the accuracy of earthwork volume estimating between photogrammetry and TLS, MMS that improves the traditional surveying method in convenience, estimating accuracy. For this, the following research works are conducted sequentially; 1) literature review, 2) core algorithm analysis, 3) surveying data acquisition using photogrammetry, TLS, MMS, 4) estimated earthwork volume comparison according to surveying method. As a result of the experiment, it was analyzed that there were earthwork volume errors of 1,207.5m3 (14.03%) of UAV-based digital map, 391.5m3(4.55%) of UAV, TLS integrated digital map, and 294.9m3(3.43%) of UAV, MMS integrated digital map. It is expected that the result of this study will be enormous due to the availability of the analyzed data.

A STUDY ON THE CALCULATING THE AMOUNT OF UPDATING DIGITAL MAP USING REMOTELY SENSED DATA

  • Yoon Yeo-Sang;Cho Hong-Beom;Kang In-Gu
    • 대한원격탐사학회:학술대회논문집
    • /
    • 대한원격탐사학회 2005년도 Proceedings of ISRS 2005
    • /
    • pp.272-275
    • /
    • 2005
  • The digital map expresses natural topographies and artificial things with 3D position coordinates in the computer such as the road, railway, building, river, mountain, paddy and dryland. Therefore, the digital map is regarded as an important factor in the information-oriented society. However, it is difficult to maintain the most recent topographic information all the times because of restricted budget and time. For that, the efficient method corresponded with the digital map should be presented. This study aims to suggest the way to make an estimate of updating cost for 1:5,000 scale digital map by using remotely sensed data. To predict updating area of the digital map, the screen digitizing method was applied to the overlapped images and digital maps.

  • PDF

A NOTE ON SELF-BILINEAR MAPS

  • Cheon, Jung-Hee;Lee, Dong-Hoon
    • 대한수학회보
    • /
    • 제46권2호
    • /
    • pp.303-309
    • /
    • 2009
  • Cryptographic protocols depend on the hardness of some computational problems for their security. Joux briefly summarized known relations between assumptions related bilinear map in a sense that if one problem can be solved easily, then another problem can be solved within a polynomial time [6]. In this paper, we investigate additional relations between them. Firstly, we show that the computational Diffie-Hellman assumption implies the bilinear Diffie-Hellman assumption or the general inversion assumption. Secondly, we show that a cryptographic useful self-bilinear map does not exist. If a self-bilinear map exists, it might be used as a building block for several cryptographic applications such as a multilinear map. As a corollary, we show that a fixed inversion of a bilinear map with homomorphic property is impossible. Finally, we remark that a self-bilinear map proposed in [7] is not essentially self-bilinear.

원격탐사자료를 이용한 수치지도 수정ㆍ갱신 물량 산출 방안 연구 (A Study on the calculating the amount of updating Digital Map using Remotely Sensed Data)

  • 윤여상;최종현;강인구
    • 한국측량학회:학술대회논문집
    • /
    • 한국측량학회 2004년도 추계학술발표회 논문집
    • /
    • pp.465-471
    • /
    • 2004
  • The digital map expresses natural topographies and artificial things with 3D position coordinates in the computer such as the road, railway, building, river, mountain, paddy and dryland. Therefore, the digital map is regarded as an important factor in the information-oriented society. However, it is difficult to maintain the most recent topographic information all the times because of restricted budget and time. For that, the efficient method corresponded with the digital map should be presented. This study aims to suggest the way to make an estimate of updating cost for 1:5,000 scale digital map by using remotely sensed data. To predict updating area of the digital map, the screen digitizing method was applied to the overlapped images and digital map

  • PDF

수치사진측량과 GSIS를 이용한 최적노선선정에 관한 연구 (A Study On The Optimum Road Design in Jeju Island Using Digital Photogrammetry and GSIS)

  • 권혁춘;이병걸
    • 한국측량학회:학술대회논문집
    • /
    • 한국측량학회 2004년도 추계학술발표회 논문집
    • /
    • pp.519-522
    • /
    • 2004
  • The purpose of this research is to design a road using digital photogrammatry method to generate DEM(digital elevation model) and digital ortho image based on GSIS which was applied to the road simulation. The example study area was the suburbs of Jeju city. To this study, 1/5,000 digital map and GSIS technique were used for optimum road design of the island based on Arc View software. Using this software we can Set an overlay map by combination of hill shade map, slope map, aspect map, and building buffer map. Based on this overlap map, we designed the best road line and along this line we performed three dimensional road simulation using Microstation CAD and Inroads road design programs. From the results, we found that the DEM and digital ortho image acquired from stereoairphoto using digital photogrammatry was satisfied for choosing the best roadline and the developed three dimensional road simulation technique using GSIS technique was very useful to estimate the reasonable road design before the real road construction works.

  • PDF

토공현장 디지털맵 시계열 변화분석 프레임워크 기술개발 (Development of Framework for Digital Map Time Series Analysis of Earthwork Sites)

  • 김용건;박수열;김석
    • 한국BIM학회 논문집
    • /
    • 제13권1호
    • /
    • pp.22-32
    • /
    • 2023
  • Due to the increased use of digital maps in the construction industry, there is a growing demand for high-quality digital map analysis. With the large amounts of data found in digital maps at earthwork sites, there is a particular need to enhance the accuracy and speed of digital map analysis. To address this issue, our study aims to develop new technology and verify its performance to address non-ground and range mismatch issues that commonly arise. Additionally, our study presents a new digital map analysis framework for earthwork sites that utilizes three newly developed technologies to improve the performance of digital map analysis. Through this, it achieved about 95% improvement in analysis performance compared to the existing framework. This study is expected to contribute to the improvement of the quality of digital map analysis data of earthworks.

지하공간통합지도 자동갱신을 위한 지하구조물 제출 표준 설계 (Design of Standard Submission Format for Underground Structures : An Automated Update of the UnderSpace Integrated Map)

  • 박동현;장용구;류지송
    • 한국측량학회지
    • /
    • 제39권6호
    • /
    • pp.469-476
    • /
    • 2021
  • 지하공간통합지도는 지반침하 예방을 목적으로 2015년 4월 구축 기본계획을 수립하고 올해까지 전국 시급 지자체 구축 완료를 앞두고 있다. 지하공간통합지도의 활용을 위해 2018년 9월부터 지하안전영향평가 전문기관 대상의 종이도면 제공, 2019년 5월부터 지하정보 활용시스템을 통한 지자체 담당자 대상의 서비스 등이 이루어지고 있다. 그러나 갱신없이 구축 당시의 정보만으로 활용이 이루어지고 있어 최신성·정확성을 확보하지 못한 상태로 정보의 활용성 및 신뢰성이 떨어지고 있다. 이에 본 연구에서는 지하공간통합지도의 핵심구성요소인 지하구조물(지하철, 지하상가, 지하보도, 지하차도, 지하주차장, 공동구)을 대상으로 「지하안전관리에 관한 특별법」 제42조제2항에 따른 준공도면 제출을 위한 표준 서식을 설계하여 지하공간통합지도 갱신체계 구축의 초석을 다지고자 하였다. 그 결과 3차원 지하구조물 자동갱신을 위한 준공도서 제출 표준을 마련하였으며, 자동가공정보에 대한 위치정확도 검증 결과 직선구간에서는 오차가 발생하지 않았으나 곡선 구간에서는 허용오차 내에서 오차가 발생함을 확인하였다. 표준 서식을 기반으로 자동 갱신된 지하구조물 데이터에 대한 검증을 통해 신뢰성을 확보하고 향후, 지하공간통합지도의 활용성 향상을 도모하고자 한다.