• Journal of the Korean Society of Marine Environment & Safety
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• v.21 no.1
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• pp.34-39
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• 2015

KCG, responsible Agency of maritime SAR operation has been known to address the marine casualties well, however, it was criticized because KCG failed to take prompt and effective response to the recent Ferry disaster at the very early stage. In this regards, the authors analyze the characteristics of marine incident with historical data, and also review and examine the national SAR system focusing on SAR coordination and human resources to make recommendation and suggestion in order to minimize the loss of lives to future marine incidents. As a result, KCG shall augment its capabilities, inter alia, fast libeboats and rescue helicopters for prompt response to marine incidents at the coastal waters, and KCG shall re-adjust the establishment of Rescue Coordination Center to improve operational problems of current system in accordance with IMO guidance, KCG is required to introduce mandatory training, qualification and certificate system to enhance the professionalism of SAR personnel.

• Computational Structural Engineering
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• v.35 no.1
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• pp.4-10
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• 2022

• Proceedings of KOSOMES biannual meeting
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• 2018.06a
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• pp.122-122
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• 2018

• Proceedings of KOSOMES biannual meeting
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• 2017.11a
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• pp.81-81
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• 2017

• Review of KIISC
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• v.31 no.4
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• pp.7-15
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• 2021

국제전기통신연합(ITU)은 UN 산하 정보통신기술에 대한 전문 국제표준화기구이다. 193개 회원국, 약 900개 기업 및 학교 멤버 등으로 구성되어 있으며, 산하에 전기통신표준화부문(ITU-T), 전기통신개발부문(ITU-D), 그리고 전파통신 부문(ITU-R) 등 3개의 부문으로 구성되어 있다[1]. ITU-T는 역할과 임무에 따라 11개의 연구반 (SG, study group)으로 구성되며, 각 업무에 맞는 선도 그룹(Lead Study Group)을 지정하여 국제표준을 개발하고 있다. 정보보호 국제표준은 ITU-T SG17(보안)에서 담당하고 있다[2]. ITU-T 국제표준화 조직은 4년 주기의 연구회기(Study Period)로 연구반 구조조정, 의장단 선출 및 표준화 추진 방향을 WTSA(World Telecommunication Standardization Assembly) 총회에서 결정한다. 2020년 11월에도 WTSA-20 총회가 개최될 예정이었으나, 코로나19로 총회가 2022.3월로 연기되었다. 본 논문에서는 WTSA-20 총회가 연기됨에 따라 기존 연구회기(2017.1-2020.12)의 연장인 추가 연구회기(2020.11-2022.2) 동안에 ITU-T SG17 의장단과 연구반 내에 구조조정 결과에 대해 정리하고, SG17 국제표준화 현황을 다룬다.

• Review of KIISC
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• v.32 no.4
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• pp.71-75
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• 2022

국제전기통신연합(ITU)은 UN 산하 정보통신기술에 대한 전문 국제표준화기구이다. 193개 회원국, 약 900개 기업 및 아카데미아 멤버 등으로 구성되어 있으며, 산하에 전기통신표준화부문(ITU-T), 전기통신개발부문(ITU-D), 그리고 전파통신 부문(ITU-R) 등 3개의 부문으로 구성되어 있다[1]. ITU-T는 역할과 임무에 따라 11개의 연구반 (SG, study group)으로 구성되며, 각 업무에 맞는 선도 그룹(Lead Study Group)을 지정하여 국제표준을 개발하고 있다. 정보보호 국제표준은 ITU-T SG17(보안)에서 담당하고 있다[2]. ITU-T 국제표준화 조직은 4년 주기의 연구회기(Study Period)로 연구반 구조조정, 의장단 선출 및 표준화 추진 방향을 WTSA(World Telecommunication Standardization Assembly) 총회에서 결정한다. 2020년 11월에도 WTSA-20 총회가 개최될 예정이었으나, 코로나19로 총회가 2022.3월로 연기되었다. 본 논문에서는 WTSA-20 총회(2022.3.1.~3.9., 스위스 제네바)가 개최되어 신규 연구회기(2022.3~2024.12) 동안에 ITU-T SG17 의장단과 연구반 내에 구조조정 결과, 정보보호 관련 결의(Resolution)들의 개정 결과에 대해 살펴본다.

• Journal of Korean Society of societal Security
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• v.4 no.1
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• pp.39-47
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• 2011

According to the current basic law of disaster and safety management, Standard Incident Command System is limited to Emergency Rescue Function, and Incident Commanders are only Fire Fighting Agencies. The main purpose of this study is to provide some suggestions to improve general-purpose of Standard ICS for various incidents. Also, there are some suggestions for Emergency Operation Centers as a coordinator and supporter of mobilizing response resources in all large scale disaster.

• Journal of the Earthquake Engineering Society of Korea
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• v.27 no.6
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• pp.245-252
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• 2023

In general, the design response spectrum in seismic design codes is based on the mean-plus-one-standard deviation response spectrum to secure high safety. In this study, response spectrum analysis was performed using seismic wave records adopted in domestic horizontal design spectrum development studies, while three response spectra were calculated by combining the mean and standard deviation of the spectra. Seismic wave spectral matching generated seismic wave sets matching each response spectrum. Then, seismic fragility was performed by setting three damage levels using a single-degree-of-freedom system. A correlation analysis was performed using a comparative analysis of the change in the response spectrum and the seismic fragility concerning the three response spectra. Finally, in the case of the response spectrum considering the mean and standard deviation, like the design response spectrum, the earthquake load was relatively high, indicating that conservative design or high safety can be secured.

• Journal of the Earthquake Engineering Society of Korea
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• v.27 no.4
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• pp.181-186
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• 2023

In this study, considering the expansion/contraction behavior of the upper structure at all times and the abnormal behavior of the receiving friction elements that allow horizontal movement during earthquakes, a port receiving test body simulating the protrusion of the friction elements was created and the modulus performance was evaluated. In order to confirm the influence of the friction element's projection, the friction element's degree of separation was divided into four stages, and the shear behavior of the test specimen and the friction coefficient were confirmed. As a result of the experiment, it was found that the friction load increases as the protrusion degree of the friction element increases. On the other hand, as the degree of protrusion of the coefficient of friction increases, the coefficient of friction also increases. It was confirmed that damage to the friction elements during use increases the coefficient of friction, hinders smooth expansion and contraction of the upper structure, and causes stress concentration at the fixed-end support.

• Journal of the Earthquake Engineering Society of Korea
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• v.27 no.4
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• pp.187-192
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• 2023

An elastic bearing must be strong against vertical loads and flexible against horizontal loads. However, due to the material characteristics of rubber, it may show variability due to the manufacturing process and environmental factors. If the value applied in the bridge design stage and the actual measured value have different values or if the performance during operation changes, the performance required in the design stage may not be achieved. In this paper, the seismic response of bridges was compared and analyzed by assuming a case where quality deviation occurs during construction compared to the design value for elastic bearings, which have not only always served as traditional bearings but also have had many applications in recent seismic reinforcement. The bearing's vertical stiffness and shear stiffness deviation were considered separately for the quality deviation. In order to investigate the seismic response, a time history analysis was performed using artificial seismic waves. The results confirmed that the change in the bearing's shear stiffness affects the natural period and response of the structure.