• Title/Summary/Keyword: 건물안전진단

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Building Safety Management using Georeferencing Video Data (Georeferencing 동영상정보를 이용한 건축물안전관리)

  • Park, Ki-Youn;Kim, Ki-Tae;Sohn, Duk-Jae;Yoo, Hwan-Hee
    • Journal of Korean Society for Geospatial Information Science
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    • v.17 no.3
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    • pp.81-87
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    • 2009
  • This study aims to evaluate how efficiently time-worn building could be managed by using GPS-based video-logging systems. The digitally georeferencing video data taken by a hand-hold GPS-based video-logging system allows quick retrieval and effective management for the complicate and various superannuated building in urban area. The results of the study are as follows. Georeferencing data are possible to trace observed positions by using GPS linked with video and to provide building crack information anytime that could be used to inspect and analyze the safety hazard diagnosis of buildings. Building crack information were measured by the proposed method that is merged with feature tracking and image mosaic of sequenced images. From the study, it reveals that the georeferencing video technique provides more realistic and reliable information in safety diagnosis and it can also be used as the essential and modern tool in urban building management.

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Seismic Safety Assessment of Containment Building (격납건물의 내진안전성 평가)

  • Lee, Seong-Lo;Bae, Yong-Gwi
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.8 no.3
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    • pp.225-233
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    • 2004
  • In this study, the seismic safety of containment building is assessed using response surface method. The structural analyses considering random variables such as load, resistance and analysis by ABAQUS are performed to obtain the structural response. The structural response is represented by polynomial of random variables, and the reliability analysis is performed by Level II method. Drucker-Prager failure criterion is applied as limit state function to take bi-axial stress states into account in the concrete. The lifetime probability of failure is evaluated by considering the lifetime of containment building, the annual occurrence rate of earthquake and the conditional probability of failure. Also the sensitivity analysis on the selection of sampling points is performed to obtain the steady results from response surface method.

A Study on the Analysis of Concrete Indurance Inspections Processes (IDEF0를 이용한 콘크리트 내구성 진단 프로세스 분석에 관한 연구)

  • Lee, Dong-Hun;Lee, Sang-Bum;Lim, Nam-Gi
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.9 no.2
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    • pp.113-120
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    • 2005
  • The purpose of this study is to suggest a method of concrete safety inspection management system for safety inspection. this research investigates the process of building safety inspection with IDEF0(Integration DEFinition) process modeling method, focusing on concrete durability inspection, and then suggests a data management system, which allows user communications between site and related unit with RDBMS(Relational Database Management System). The suggested system is expected to provide more efficient data sharing tools and consequently improve safety inspection's quality.

Seismic Safety Evaluation of Korean R/C School Buildings Built in the 1980s (1980년대 국내 철근콘크리트 학교건물의 내진 안전성 평가에 관한 연구)

  • Lee, Kang-Seok;Wi, Jeong-Du;Kim, Yong-In;Lee, Hyun-Ho
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.13 no.5 s.57
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    • pp.149-159
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    • 2009
  • The main purpose of this study is to evaluate the seismic safety of Korean R/C school buildings built in the 1980s, based on "the Japanese Standard for Evaluation of Seismic Capacity of Existing R/C Buildings", the nonlinear static and the nonlinear dynamic analyses. The evaluation result of the Japanese Standard showed that R/C school buildings built in the 1980s have 0.2 through 0.4 of seismic indices($I_S$). This result indicates that more than medium damage could be potentially occurred under a medium intensity level of ground motion(150g). The results of the nonlinear analyses and the post-earthquake damage evaluation method showed that Korean R/C school buildings can be suffered moderate and severe damages under a 150gal and a 200gal intensity levels of ground motions, respectively. These results reveal that R/C school buildings should be urgently required a actual earthquake preparedness measures including seismic strengthening for future earthquake.

우리원전 안전한가-한반도 지진발생현황 진단

  • Kim, Yeong-Sik
    • The Science & Technology
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    • v.28 no.9 s.316
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    • pp.68-71
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    • 1995
  • 지난 7월25일 오후7시경 서해 백령도 부근에서 규모4.0의 지진이 발생했다. 비록 50초간의 별 피해없는 약진이었지만 백령도에서는 물론 서울을 비롯한 경기 서부북 일대에서도 건물 유리창이 흔들릴 정도의 수준이었다. 이에따라 한반도 지진발생현황을 살펴보고 우리 원전의 안전성을 점검해본다

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Damage Curves for the Shear Building to the Local Impact (국부충격에 의한 전단건물의 손상곡선)

  • Lee, Sang-Ho;Hwang, Sin-Woo
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.8 no.4
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    • pp.247-256
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    • 2004
  • The damage curves for the 2-story shear building to the impulsive rectangular loads were established with the peak load and Impulse ratio producing the critical displacement. The convolution integrations with the Impulse response matrix and the loads were used to find the responses of the building. The impulse response matrix required in the calculations of the convolution integration were found with the mode superposition method It is shown from the established damage curves that the responses of the top and bottom floor are sensitive to the magnitude and the impulse of the loads respectively.

Evaluation of Seismic Safety in School Buildings Applying Artificial Seismic Waves in Earthquake Magnitude of Korea (한국형 중진지역의 인공지진파 생성을 통한 학교건물 내진안전성 평가)

  • Kim, Seung-Hyun;Park, Young-Binuk;Kang, Jun-Suk
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.26 no.1
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    • pp.10-18
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    • 2022
  • This report describes the development and stability evaluation of a seismic retrofit method to evaluate the seismic performance of existing school buildings by analyzing the earthquake waveforms that occurred in Korea. Currently, Facilities for seismic retrofit designed for excessive reinforcement are being applied. To compensate for this, optimised the retrofit mothod suitable for domestic situation considering the characteristics of the seismic region, generated a Korean-style artificial seismic wave that meets the seismic design criteria, which is less frequent than other countries.

Development of a Building Safety Grade Calculation DNN Model based on Exterior Inspection Status Evaluation Data (건축물 안전등급 산출을 위한 외관 조사 상태 평가 데이터 기반 DNN 모델 구축)

  • Lee, Jae-Min;Kim, Sangyong;Kim, Seungho
    • Journal of the Korea Institute of Building Construction
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    • v.21 no.6
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    • pp.665-676
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    • 2021
  • As the number of deteriorated buildings increases, the importance of safety diagnosis and maintenance of buildings has been rising. Existing visual investigations and building safety diagnosis objectivity and reliability are poor due to their reliance on the subjective judgment of the examiner. Therefore, this study presented the limitations of the previously conducted appearance investigation and proposed 3D Point Cloud data to increase the accuracy of existing detailed inspection data. In addition, this study conducted a calculation of an objective building safety grade using a Deep-Neural Network(DNN) structure. The DNN structure is generated using the existing detailed inspection data and precise safety diagnosis data, and the safety grade is calculated after applying the state evaluation data obtained using a 3D Point Cloud model. This proposed process was applied to 10 deteriorated buildings through the case study, and achieved a time reduction of about 50% compared to a conventional manual safety diagnosis based on the same building area. Subsequently, in this study, the accuracy of the safety grade calculation process was verified by comparing the safety grade result value with the existing value, and a DNN with a high accuracy of about 90% was constructed. This is expected to improve economic feasibility in the future by increasing the reliability of calculated safety ratings of old buildings, saving money and time compared to existing technologies.