• Title/Summary/Keyword: earthquake safety

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Performance Evaluation of a Pivot-Type Displacement Amplification Damper System for Seismic Strengthening (내진보강을 위한 피봇형 변위 증폭 감쇠 시스템의 성능 평가)

  • Park, Jang-Ho;Ahn, Sung-Chan;Park, Kwan-Soon
    • Journal of the Korean Society of Safety
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    • v.27 no.1
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    • pp.70-75
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    • 2012
  • For the vibration control of earthquake-excited structures, a pivot-type displacement amplification damper system is proposed and its validity is investigated in this study. A rotational frame amplifies the stroke of the proposed damper system and it can absorb more vibrational energy compared to the conventional dampers of which strokes are not large. In order to prove the effectiveness of the system, time-history analyses are performed with a three story building modelled by a three dimensional frame and numerical results are compared with those for a conventional V-shape braced damper system. In addition, the seismic performances are investigated according to the changes of damper capacity and location.

A Discussion on the Improvement of Seismic Design Criteria of Infrastructures (사회기반시설물의 내진설계기준 개선방향에 대한 고찰)

  • Seo, Hyeong Yeol;Park, Kwang Soon;Kim, Ick Hyun;Kim, Dong Soo
    • Journal of the Earthquake Engineering Society of Korea
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    • v.18 no.5
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    • pp.231-240
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    • 2014
  • This study reviews the status and validity of seismic design criteria (SDC) for major facilities in Korea, which are composed of performance criteria and technical standard. Various facilities with different seismic design response spectra are analyzed to identify their seismic performance and necessity of eventual retrofit. The results are used to derive improvement directions of SDC. It is also concluded that the technical standard should be improved after the revision of the performance criteria.

The Source Parameters of Offshore Earthquakes with Magnitude Larger than 4.0 Nearby Sinan (신안 앞바다 인근 규모 4.0 이상 지진들의 지진원 상수)

  • Choi, Hoseon
    • Journal of the Earthquake Engineering Society of Korea
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    • v.18 no.5
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    • pp.213-219
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    • 2014
  • The source parameters of four earthquakes with magnitude larger than 4.0 nearby the offshore Sinan are analyzed. The waveform inversion method is used for analyzing the source parameters of two events (20 August 2012 and 21 April 2013) with C&B and AK135-c crustal velocity structure models. The source parameters of the other two events (26 July 1994 and 23 March 2003) are obtained from references. Focal mechanisms of the events are strike slip faulting or strike slip faulting with a thrust component. The directions of P-axes of the events are ENE-WSW or NE-SW which are similar to previous studies on P-axes in and around the Korean peninsula. With regard to the events nearby the offshore Sinan, the regional stress, rather than being local stress, is seen to be the result of the combination of tectonic forces from the compression of plates colliding to the Eurasian Plate.

A Study on the Role of Communication in Disaster Management in Modern Societies (현대사회에서 재난관리시 통신의 역할에 관한 연구)

  • Shin, Hyun-Shik
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.14 no.1
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    • pp.55-64
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    • 2008
  • In these days, not only many peoples were killed or wounded by seismic sea waves in Indonesia, but also our country is influenced by disasters such as tsunami and earthquake happened in sea areas adjacent to japan. The precaution against disaster and the rapid communication of disaster informations have become important. In order to minimize and prevent citizens' properties and lives from the loss or the damage by natural calamities suas storms, earthquakes and typhoons, the establishment of communication network for rapid information transmission and the development of system for preventing citizens from disasters should be performed.

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The Stability Evaluation for Pseudo-Static Analysis of Composite Dam (복합댐의 등가정적해석에 의한 안정성 평가)

  • 오병현;임정열;이종욱
    • Proceedings of the Earthquake Engineering Society of Korea Conference
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    • 2002.09a
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    • pp.205-212
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    • 2002
  • It was performed that the stability evaluation using pseudo-static method and modified pseudo-static method for rockfill and rockfill-concrete section of composite dam. As a results of pseudo-static and modified pseudo-static analysis using seismic coefficient 0.154g, the maximum displacement at dam crest was occurred about 14~18cm on rockfill section and about 5~9cm on rockfill-concrete section, respectively. Also, that the factor of safety of down slope was more than 1.0~1.5. the rockfill and rockfill-concrete section of composite dam did not show any stability problems for 0.154g. Further research is still necessary in seismic safety of composite dam.

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Seismic Qualification Test on Motor Control Center for Use in Nuclear Power Plants (원자력발전소용 Motor Control Center의 내진검증시험)

  • 김병현
    • Proceedings of the Earthquake Engineering Society of Korea Conference
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    • 1997.04a
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    • pp.217-224
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    • 1997
  • The safety related equipments for use in nuclear power plants should be subjected to the seismic qualification in order to insure the safety of the nuclear power plant. This paper summarizes the seismic qualification test on the Low Voltage Motor Control Centers(MCC's) for use in Wolsong Nuclear Power Plants, Units 2, 3 and 4. The seismic qualification test was performed on the two prototype MCC's(a two-bay wide unit for Phase #1 Test and a five-bay wide unit for Phase #2 Test). The specimens were electrically powered and monitored during the test process. It was demonstrated that the specimens possessed sufficient structural and electrical integrity to withstand the required seismic conditions.

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Seismic Pounding Analysis of Bridge According to Soil Stiffness and Natural Frequency Ratio (지반강성 및 고유진동수비에 따른 교량의 지진충돌해석)

  • Kang, Seung Woo;Choi, Kwang Kyu;Bae, Byung Ho;Ko, Jae Sang
    • Journal of the Earthquake Engineering Society of Korea
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    • v.18 no.4
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    • pp.193-200
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    • 2014
  • This paper examines the pounding problem between adjacent decks subjected to strong earthquakes. The elastomeric bearings in an isolated bridge reduce the stresses on the superstructure and cushion the impact by transferring smaller seismic forces to the substructure. On the other hand, these bearings also allow large horizontal displacement of the superstructure due to seismic forces. Bridges having various supporting soil conditions and different frequency ratios between adjacent decks are investigated by numerical analysis. In the analysis, decision making is conducted whether the collision took place or not and, the magnitude of pounding force and the duration time of collision are obtained and the results are discussed.

Seismic Fragility Analysis of NPP Components for High Frequency Ground Motions (고진동수 지진동에 대한 원전 기기의 지진취약도 분석)

  • 최인길;서정문;전영선
    • Proceedings of the Earthquake Engineering Society of Korea Conference
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    • 2003.03a
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    • pp.110-117
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    • 2003
  • The result of recent seismic hazard analysis indicates that the ground motion response spectra for Korean nuclear power plant site have relatively large high frequency acceleration contents. In the ordinary seismic fragility analysis of nuclear power plant structures and equipments, the safety margin of design ground response spectrum is directly used as a response spectrum shape factor. The effects of input response spectrum shape on the floor response spectrum were investigated by performing the direct generation of floor response spectrum from the ground response spectrum. The safety margin included in the design ground response spectrum should be considered as a floor response spectrum shape factor for the seismic fragility analysis of the equipments located in a building.

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Review of K-12 Metaverse Safety Education in Korea :Ministry of Education Official Program

  • Deok-Jin Jang;Hong-Sang Lee;Ha-Sung Kong
    • International Journal of Advanced Culture Technology
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    • v.11 no.2
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    • pp.44-48
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    • 2023
  • To enhance safety in dangerous situations, it is essential to provide practice-oriented safety education. However, direct experiences can be limited, and thus, metaverse-based safety education is emerging as an alternative. In this study, we analyzed the first official metaverse safety education program of the Korea Ministry of Education, mainly focusing on its title, objectives, content, and results using the Revised PRISMA framework. The program concentrates on "life safety" for "fire safety," "disaster safety" for "earthquake safety," and "first aid" for "abrasions, burns, fractures, cardiopulmonary resuscitation, and the use of AED." We classified the objectives of the entire program and its three sub-programs, and identified the knowledge, main practice tasks, and their results. The aim of this study is to promote an understanding of the main cases of national-led metaverse safety education and infer the practical safety education contents emphasized to Korean school-age students.

Early childhood teachers' perspectives and actual conditions of earthquakes and tsunami safety education (지진 및 해일 대비 안전교육에 대한 보육교사들의 인식 및 실태조사 연구)

  • Yang, Sun-Yi
    • The Korean Journal of Emergency Medical Services
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    • v.15 no.3
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    • pp.81-96
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    • 2011
  • Purpose : The purpose of this study was to analyse early childhood teachers' perspectives and actual conditions of earthquakes and tsunami safety education. Methods : A total of 119 teachers were recruited from kindergarten and child-care center located in J city, all of whom gave consent to take part in these research. The data have been collected for 45 days from May to July in 2011. The data was analyzed by SPSS (version 17.0) and chi-square test. Results : The results of this study are summarized as follow. 1. 97.5% of the subjects considered earthquakes and tsunami safety education necessary, however, only 34.6% of them were given the education related to earthquakes and tsunami. 2. 63.9% of the early childhood teachers provided children in the kindergarten or childhood center with earthquakes and tsunami safety education, however, 30.3% of them were found to be without any experiences of earthquakes and tsunami safety education. 3. 68.5% of the teachers were informed earthquakes and tsunami safety knowledge. 4. 35.0% of respondents answered that the single session of earthquake and tsunami education was not efficient, thus expecting to receive continuing education. Conclusions : The study suggested that more teachers necessarily provide earthquake and tsunami safety education to reduce children's mortality rate in earthquakes and tsunami. The education program should be developed and systematized to improve teacher's knowledge. Moreover, the program should be continuously provided to teachers and children in the kindergarten or childhood center.