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REFERENCE LINKING PLATFORM OF KOREA S&T JOURNALS
> Journal Vol & Issue
Journal of Korean Society of Hazard Mitigation
Journal Basic Information
Journal DOI :
Korean Society of Hazard Mitigation
Editor in Chief :
Moo Jong Park
Volume & Issues
Volume 4, Issue 4 - Dec 2004
Volume 4, Issue 3 - Sep 2004
Volume 4, Issue 2 - Jun 2004
Volume 4, Issue 1 - Mar 2004
Selecting the target year
Fatigue Strength of Tensile Specimen with Butt Welded Joints
Jo, Jae-Byung ;
Journal of Korean Society of Hazard Mitigation, volume 4, issue 4, 2004, Pages 1~6
Fatigue tests were carried out for butt welded joints with SM520-TMC steel plate with thickness between 20mm and 80mm. The test results were analysed statistically and the effect of plate thickness on the fatigue strength investigated. The fatigue strengths based on nominal stress range satisfy the requirement of the standards. Due to misalignment of the specimens, the measured stresses are higher than the nominal stresses especially for 20mm thick plates. If fatigue strengths are evaluated based on the measured stresses, then the fatigue strengths are greater than those based on nominal stresses. The results show that the thickness effect is similar to the formula proposed by Gurney.
A Study on the Urban Disaster Management System - Focusing on Fire Service -
Baek, Dong-Seung ;
Journal of Korean Society of Hazard Mitigation, volume 4, issue 4, 2004, Pages 7~12
This study analyzed the current Urban Disaster Management System(UDMS) and proposed improvements, focusing on fire-fighting. We learned the problems with the UDMS empirically, conducting a survey intended for officials in fire station in various prefectures include big city, 6 metropolitan city and Gyeonggi-do. The problems with the UDMS were classified mainly into problems with law operating system, administration system and systematic countermeasures. As a result, it was found that regions that include Seoul and other big cities manage urban disasters better than the prefectures of which Gyeonggi-do and others are parts Consequently, it is desirable to cater appropriate Urban Disaster Management Systems into each of the two parts, one for big cities and the other for prefecture.
Analysis of the characteristics of damaging factors in curved channel - Focus on the Namdae stream in GangNeung City -
Shim, Kee-Oh ; Lee, Joon-Ho ; Huh, Kyung-Han ; Kim, Jin-Young ;
Journal of Korean Society of Hazard Mitigation, volume 4, issue 4, 2004, Pages 13~19
The tremendous flood damage caused by Typhoon Rusa(2002) was occurred at GangNeung City in GangWon Province. Almost of the city region was inundated and most of the stream channel facilities were damaged by flash flood with heavy rainfalls. We have investigated seriously damaged parts of stream bank and tried to analyze the causes of damages focused on flow characteristics in curved channel. We analyzed the damage aspects of curved channel by examining geomorphological survey and hydrographical characteristics. Strong correlation was shown according to the regression analysis between length of stream and meander wave length, and meander belt and length of stream. Furthermore, enveloped curve was presented between bottom slope of channel and meander belt, and meander ratio and channel width. As a result, special consideration about stream flow characteristics are needed for engineers who design stream banks and channels.
Effects of Combined Sewer Overflows According to Drainage Basin Types
Lee, Cheol-Kyu ; Hyun, In-Hwan ; Jeong, Jeong-Youl ; Shim, Jae-Hyun ;
Journal of Korean Society of Hazard Mitigation, volume 4, issue 4, 2004, Pages 21~26
It is muck important to determine the intercepting capacities as measures for reducing the load of contamination influenced by CSOs during wet weather period. Intercepting and treating the whole rainfalls can be best measured for reducing the contamination load, but it is not desirable in view of scale and preservation of the wastewater treatment facilities. This study analyzed the quantity and quality of the water in the combined sewer by method of changing the type and size of drainage basin and intercepting capacities in rainfalls, estimate the influence the other CSOs at the change of planned intercepted quantity, and compared the degree of contamination load between the combined system and separate system by examining the influence of the other CSOs at the change of planned intercepted quantity.
A Study of the Variation of Runoff Characteristics Depending upon Installation of the Groundwater Recharge Facilities
Choi, Gye-Woon ; Kim, Young-Kyu ; Jeoung, Kee-Il ;
Journal of Korean Society of Hazard Mitigation, volume 4, issue 4, 2004, Pages 27~34
In this paper, in order to analyse the variation of runoff characteristics depending upon installation of the groundwater recharge facilities, the experiment basin was prepared and the ratio of infiltration and runoff volume were observed in the rainfall events. For the rainfall analysis, 4 types of rainfall events were examined during July 11
July 17, 2004. The results show that the mean ratio of infiltration was 89.39% and the mean ratio of runoff was 10.61%. For the artificial rainfall events, which are in the range of rainfall intensities between 60mm/hr and 100mm/hr, all the rainfall volume was infiltrated through the groundwater recharging basin. However, it is necessary to be careful for the long term rainfall, the runoff can be occurred based on the groundwater table.
Near Real Time Flood Area Analysis Based on SAR Image and GIS
Sohn, Hong-Gyoo ; Song, Yeong-Sun ; Kim, Gi-Hong ; Yun, Kong-Hyun ;
Journal of Korean Society of Hazard Mitigation, volume 4, issue 4, 2004, Pages 35~42
Accurate classification of water area is a preliminary step to analyze the flooded area and damages caused by flood. This is essential process for monitoring the region where annually repeating flood is a problem. The accurate estimation of flooded area can ultimately be utilized as a primary source of information for the policy decision. In this paper, flooded areas was classified using 1:25,000 land use map and a RADARSAT image of Ok-Chun and Bo-Eun located in Chung-Book province taken in 12th of August, 1998. Then we analyzed the flood area based on GIS. A RADARSAT image was used to classify the flooded areas with slope theme generated from digital elevation model. In processing on a RADARSAT image, the geometric correction was performed by a backwardgeocoding method based on ephemeris data and one control point for near real time flood area analysis.
Crustal Structure Beneath Korea Seismic Stations (Inchon, Wonju and Pohang) Using Receiver function
Kim, So-Gu ; Lee, Seung-Kyu ;
Journal of Korean Society of Hazard Mitigation, volume 4, issue 4, 2004, Pages 43~54
The broadband receiver functions are developed from teleseismic P waveforms recorded at Wonju(KSRS), Inchon(IRIS), and Pohang(PHN), and are analyzed to examine the crustal structure beneath these stations. The teleseismic receiver functions are inverted in the time domain of the vertical P wave velocity structures beneath the stations. Clear P-to-S converted phases from the Moho interface are observed in teleseismic seismograms recorded at these stations. The crustal velocity structures beneath the stations are estimated by using the receiver function inversion method(Ammon et al., 1990). The general features of inversion results are as follows: (1) For the Inchon station, the Conrad discontinuity exists at 17.5 Km(SW) deep and the Moho discontinuity exists at 29.5 Km(NW) and 30.5 Km(SE, SW) deep. (2) The shallow crustal structure beneath Wonju station may be covered with a sedimentary rock of a 3 Km thickness. The average Moho depth is assumed about 33.0 Km, and the Conrad discontinuity may exist at 17.0 Km(NE) and 21.0 Km(NW) deep. (3) For Pohang station, the thickness of shallow sedimentary layer is a 3.0 Km in the direction of NE and NW. The Moho depth is 28.0 Km in the direction of the NE and NW. The Conrad discontinuity can be estimated to be existed at 21.0 Km deep for the NE and NW directions.
Rapid 3D Mapping Using LIDAR System
Sohn, Hong-Gyoo ; Yun, Kong-Hyun ; Kim, Kee-Tae ; Kim, Gi-Hong ;
Journal of Korean Society of Hazard Mitigation, volume 4, issue 4, 2004, Pages 55~61
Rapid developments in sensor technologies now allow the generation of multi-source topographical data. For many applications, however, the geospatial information provided by individual sensors is not complete, precise, and consistent. To solve these inherent problems, additional diverse sources of complementary data can be used and fused. In this paper, the experiment was done for generation of 3D orthoimage data using LIDAR data and digital camera image. And the results show that 3D orthoimage can be used for the flood monitoring.
Torsional Behavior of the stringer on the Steel Railway Bridge due to Eccentric Loads
Kim, Seong-Nam ; Sung, Ik-Hyun ; Kim, Jong-Heun ; Kang, Young-Jong ;
Journal of Korean Society of Hazard Mitigation, volume 4, issue 4, 2004, Pages 63~71
The centroid of rail doesn't coincide with the centroid of stringer on target truss bridge. If there is no eccentricity on the bridge, bending stress works only. But in the real design and execution, not only bending stress works but also torsional stress does because of it's eccentricity. So this study evaluates how much the torsional stress by eccentricity effects joint members on the bridge. We investigate the possibility to control torsional stress if we model longitudinal bracing between stringers.