• Title/Summary/Keyword: structure safety

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A Study on Measurement of Length and Slope of Temporary Structure using UAV (무인항공기를 활용한 가설구조물의 길이와 기울기 측정에 관한 연구)

  • Min-Guk, Kang;Seung-Hyeon, Shin;JongKeun, Park;Jeong-Hun, Won
    • Journal of the Korean Society of Safety
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    • v.37 no.6
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    • pp.89-95
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    • 2022
  • A method for measuring the length and slope of a temporary structure using an unmanned aerial vehicle (UAV) and 3D modeling method is proposed. The actual length and slope of the vertical member of the specimen were measured and compared with the measured values obtained by the proposed method for the specimens with and without the vertical protection net installed. Based on the result of measuring the length of the temporary structure specimen using the UAV and 3D modeling method, the measured value showed an error of 0.87% when compared to the actual length in the specimen without the vertical protection net installed. In addition, the error of the slope was 0.63°. It was thought that the proposed method could be usable for the purpose of finding parts in wrong installation state on the temporary structure and informing the manager in charge. However, in the case of the specimen with the vertical protection net, the measurement showed a 1.46% error in length and 2.77° difference in slope. Therefore, if a vertical protection net is to be installed in a temporary structure, the measurement accuracy should be improved by utilizing an image processing method, etc.

Visualization of Delamination Region in Concrete Structures using Mode Shapes of Delaminated Concrete Section (II) : Impact-Echo Test (박리된 콘크리트의 진동 모드 형상을 이용한 콘크리트 구조물 박리 손상 영역 가시화 (II) : 충격-반향 시험)

  • Oh, Taekeun;Shin, Sung Woo
    • Journal of the Korean Society of Safety
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    • v.28 no.6
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    • pp.36-41
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    • 2013
  • Previous study showed that delamination region in concrete structures can be successfully visualized using mode shapes of delaminated concrete section. However, modal tests for this purpose to obtain mode shapes of the delaminated concrete section may not be applicable in practice since, to correctly obtain the mode shapes of the section, the location and the shape of the delamination region in a structure should be known in advance. Unfortunately those are normally unknown in a real structure. Therefore, a moving forward test method may be useful to obtain the mode shapes of the concrete section when the location and the shape of the delamination region are not known. In this study, impact-echo testing based mode shape estimation technique is proposed and experimentally validated for visualization of delamination region.

Characteristics of Induced Voltage in Loop Structures from High-frequency Radiation Antenna (고주파 방사에 의한 루프형 구조물에서의 유도전압 특성)

  • Choi, Sang-Won;Kwon, Hyuk-Myun
    • Journal of the Korean Society of Safety
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    • v.27 no.5
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    • pp.49-54
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    • 2012
  • There is a possibility that electrical sparks may occur at discontinuities in metallic structures from distance of close to high power radio/radar transmitters. Voltage may be induced on these metallic structures by the radio-frequency transmitter. In this case, a person who comes into contact with these structure may be undergone a severe electrical shock. In this paper, assessment of the electrical shock and ignition hazards was investigated through experimental which are consisted radio transmitter and metallic loop-type structure in shield room. We measured that the induced voltage was highest at 61 MHz of transmission frequency, and confirmed the possibility of electric shock and explosion induced by a voltage or spark. But it is needed additional research where is opened site.

Planning for Safety Control on LPG Distribution Depot (LPG 판매업소의 위험성 제어계획)

  • 노삼규;전성우;강태희;서영민
    • Fire Science and Engineering
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    • v.12 no.4
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    • pp.21-30
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    • 1998
  • The safety of LPG vessel storage has been simply designed and controled with blast wave barrier structure concept regardless of its quantity or hazardous situation. The limit of regal controls on LPG vessel storage need to be identified in terms of safety buffer distance from LPG explosion. The level of overpressure effect and heat radiation to the neighbouring structure and human activity required to be estimated to find the gap between existing controls on such storage. PHAST and IAEA manual for risk rankings and assessment had been applied to get the required safety distance for neighbouring facilities, Japanese legal control for such facilities were also investigated. To this context the issues on LPG vessel storage required additional safety distance between existing blast wave barrier structure and safety separation distances.

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Shrinkage rate and Structure analysis of IV according to Thermal deterioration (열열화 온도에 따른 IV의 수축률 및 조직분석)

  • Choi, Chung-Seog;Kim, Hyung-Rae;Song, Kil-Mok;Kim, Hyang-Kon;Kim, Dong-Ook;Kim, Dong-Woo
    • Proceedings of the KIEE Conference
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    • 2002.07c
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    • pp.1416-1418
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    • 2002
  • In order to examine the thermal properties of the wire materials, we analyzed the shrinkage, the expansion and the form transformation, the surface structure according to the thermal deterioration temperature through the testing method for a heating shrinkage of Korean Industrial Standard(KS C 3004). For IV(600V grade polyvinyl chloride insulated wires), we measured the shrinkage and the expansion rate, analyzed the surface structure using SEM(Scanning Electron Microscope). In the result of this experiment, the shrinkage rate of IV 2.0mm covering was high in comparison with other wires. As the deterioration temperature rises gradually, the covering is molten and harden.

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Risk Factor Selaction and Safety Management Plan in the Underground Excavation Construction (지반굴착공사에서의 위험요인 선정과 안전관리방안 연구)

  • Won, Yu-Jin;Kang, Kyung-Sik
    • Journal of the Korea Safety Management & Science
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    • v.21 no.4
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    • pp.31-37
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    • 2019
  • When the foundation work of the underground part of the building structure or the excavation work of the civil engineering structure is carried out, there is the earthwork work by the inevitable process. As the economic situation continues to develop, construction in urban areas is becoming bigger and higher in scale due to the expansion of infrastructure and the rescue of urban dwellings in urban areas, and excavation of underground roads is inevitable. Excavation of the underground part may cause problems in the process difficulty and safety of the earthworks due to the complexity and various characteristics of the ground selected without consideration of the ground characteristics and site conditions. In order to complete the required facilities, it is necessary to secure the design and construction of the retaining walls. In order to complete the required construction, It is an important factor satisfying construction period and economical efficiency.

A Structure Model of Clinical Nurses' Silence on Patient Safety

  • Han, Jeongwon
    • Journal of Korean Academy of Fundamentals of Nursing
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    • v.25 no.1
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    • pp.68-77
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    • 2018
  • Purpose: The aim of this study was to establish a hypothetical model on silence regarding patient safety and to verify the model's goodness of fit and hypotheses. Methods: The participants in this study were 330 registered nurses working in tertiary hospitals with over 300 beds. Data were collected between July 1, and August 30, 2017, from nurses who agreed to participate. A covariance structure analysis was performed. Results: The model of fit index was $x^2=59.54$, normed $x^2=2.29$, GFI=.97, AGFI=.93, SRMR=.05, NFI=.99, CFI=.95 and RMSEA=.05. The organizational culture had an influence on patient safety motivation (${\beta}=.26$, p=.003) and attitude (${\beta}=.43$, p<.001). RN-MD collaboration had an influence on patient safety motivation (${\beta}=.33$, p<.001), attitude (${\beta}=.35$, p<.001), and patient safety silence (${\beta}=-.17$, p=.026). Supervisory trust had an influence on patient safety motivation (${\beta}=.26$, p<.001), attitude (${\beta}=.12$, p=.036), and patient safety silence (${\beta}=-.23$, p=.002). Patient safety motivation had an influence on patient safety silence (${\beta}=-.33$, p=.006). The model of patient safety silence explained 36.0% of the variances. Conclusion: This study is meaningful in that it provides basic data for nursing education and program development for rejecting patient safety silence.

Displacement Measuring Method using Terrestrial LiDAR for Safety and Serviceability Monitoring of Steel Beams (지상 LiDAR를 이용한 철골보의 안전 및 사용성 모니터링을 위한 변위 계측기법)

  • Lee Hong-Min;Park Hyo-Seon;Lee Im-Pyeong
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2005.04a
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    • pp.190-197
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    • 2005
  • To monitor the safety and serviceability of a structures, structural responses including displacements due to various design and unexpected loadings must be measured. The maximum displacement and its distributions of a structure can be used as a direct assessment index on its stiffness. For this reason, there have been diversely studied on measuring of the maximum displacement of a structure. However, there is no practical method for measuring displacement of a structure. Therefore, in this paper, new displacement measuring method is developed and accuracy of LiDAR is examined in detail for development of a new method for measuring displacement of a structure.

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Probabilistic Structure Safety Assessment Method on the Explosion of Power Facilities (발전시설물 폭발에 대한 확률적 구조물 안전성평가 방안)

  • Kim, Jung Hoon;Kim, Young Gu;Kang, Seung Kyu
    • 한국연소학회:학술대회논문집
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    • 2014.11a
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    • pp.317-317
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    • 2014
  • The structure performance of a sealed power facilities and the explosion simulation contains significant amounts of scatter, and variability has been characterized in material properties of the structure, a sealed space density, combustible gas volume, gas concentrativeness, ignition site, and gas volume. In order to deal with such uncertainties, structural reliability analysis calculates the failure probability and the reliability index relevant to selected limit states providing quantitative measures of these uncertainties. In this study, structure safety assessment method on the explosion of a sealed power facilities was proposed by using the response surface method (RSM).

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Case Study of Carbonation on Lining Concrete in Vehicular Tunnel as Ventilation System (도로터널의 환기방식에 따른 라이닝 콘크리트의 중성화 사례 연구)

  • Choo, Jin-Ho;Maeng, Doo-Young;Hwang, In-Baek;Noh, Eun-Chul
    • Proceedings of the Korean Geotechical Society Conference
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    • 2005.03a
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    • pp.417-422
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    • 2005
  • The appropriate ventilation system in vehicular tunnel should be the most economical solution with regard to both construction and maintenance. The damages on tunnel lining was affected by formula of ventilation system in long vehicular tunnel. In this study, carbonation, one of main experimental items in precision safety diagnosis, was analyzed by contouring damage area with ventilation system. Considerations of carbonation were also given to the design and maintenance which manage the long-term safety in tunnel.

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