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A Study on Predominant Periods and Attenuation Characteristics of Ground Motion (지반 탁월주기와 지반 운동특성에 관한 연구)

  • Kim, So-Gu;Cha, Jeong-Sik;Jeong, Hyeong-Sik
    • Geotechnical Engineering
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    • v.11 no.2
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    • pp.139-156
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    • 1995
  • A set of field investigations was performed to estimate accurately the predominant periods of seismic 8round motions and the attenuation characteristics of the seismic ground vibration. Predominant periods of ground motions were estimated from the measurement of the continuous microseismic vibratins of certain periods, inherent in the ground and in the buildings, utilizing the high sensitivity digital velocity seismometer consisting of 3-component geophones and a digital seismograph. Estimated predominant periods of microseismic vibraion of the ground(measured on'the ground surface) and the building (measured on the second floor) were in the range of 0.18~0.235 sec. and 0.26~0.31 sec. respectively. The subsurface structure of the site ground was surveyed by the seismic refraction method utilizing the digital seismicwave probing system. The ground structure was found to be a two-layered system : an upper top soil layer of 7m in thickness with the P-wave velocity of 662m1sec and a lower layer of silty-clayey soils with the P -wave velocity of 2210m1 sec. The attenuation characteristics of the seismic ground vibrations were determined by the amplitude decay measurement method us;ng the Seisgun, which produces strong artificial seismic energy. Measured spatial attenuation coefficients of the ground vibration in vertical(Z) longitudinal(X), transverse(Y) direction were 0.1137, 0.0025, and 0.0290 respectively. Estimated Spartial QP's (inverse of the specific dissipation constant w.r.t. shear waved of X, Y, and Z directions were in the range of 5.913~7.575, 32.371~41.452, 2.794~3.579 re spectively. This indicates that aseimic design of the structures on the site should take stronger consideration regarding the earthquake resistance characteristics of the structures against longitudinal ground motion.

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The association of physicians' caring attitude with patient satisfaction: an analysis of the national e-survey data

  • Park, Chanhyun;Kim, Namhyo;Shin, Dong Yeong;Feldman, Steven R.;Balkrishnan, Rajesh;Chang, Jongwha
    • Korea Journal of Hospital Management
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    • v.20 no.2
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    • pp.15-27
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    • 2015
  • As patient satisfaction is a crucial component of improved health care outcomes, there is a need to evaluate the relationship between physicians' attitude and patients' satisfaction. The objective of this study is to examine the relationship between patients' satisfaction and physicians' friendly and caring attitudes by using recent physician ratings by patients. Data from a cross-sectional survey using a convenience sampling was utilized to examine the relationship between physicians' attitudes and patients' satisfaction. The independent variable was the physician's attitude, and the dependent variables were patients' satisfaction with the physician and the office setting. A total of 273,994 patients it the US were included. The patients' average (standard deviation, SD) satisfaction with the physician was 78.08 (0.14), and the average (SD) satisfaction with the office setting was 78.62 (0.12) out of 100. Physicians' attitude was a significant predicting factor impacting the patients' satisfaction with the physician and the office setting (p < 0.001). To facilitate patients' satisfaction with healthcare, a continuous effort to develop physicians' ability to communicate in an empathetic manner should be undertaken so that patients perceive their physicians as empathetic.

Development of block-type sidewalk pavement system using snow-melting system (융설시스템을 이용한 조립식 보도포장 기술 개발)

  • Park, Kyungmo;Lee, Jeonguk;Kim, Changduk
    • Korean Journal of Construction Engineering and Management
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    • v.16 no.6
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    • pp.136-143
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    • 2015
  • Snow-melting system has been applied not only to roads for car traffic but also to pavement for the pedestrians safety reason in some of the developed countries such as USA and Canada based on countermeasures against Natural Disasters Act revised in 2000. Even though this system was introduced in korea in 2006 and has been partly applied to car traffic roads, there is few places that the system has been applied. Therefore, in this research a snow-melting system with a block-type to cover a pavement that efficiently transfers heat form heat rays to the top of a pavement and protects the heat rays. A quality check showed that compression and bending strength was improved approximately 5 times stronger and 7 to 10 times more absorption rate than the KS(Korea Industrial Standard) requirement. Moreover, only 10 minute was required to increase temperature above zero with a block-type snow-melting system whereas approximately 180 minute was spent with the existing system. This research is expected to contribute to environmental issues and reduce accidents on a slippery road.

A Study on the Correlation with the Degree of Compaction and the Penetration Depth Using the Portable Penetration Meter at Field Test (휴대용 다짐도 측정기의 현장실험을 통한 다짐도와 관입깊이 상관성 연구)

  • Park, Geoun Hyun
    • Journal of the Korean GEO-environmental Society
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    • v.19 no.11
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    • pp.5-14
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    • 2018
  • Worldwide, soil compaction work is one of the most important activities that are carried out on civil engineering works sites. Compaction work, particularly in the area of road construction, is considered to be important, as poor compaction work is closely related with poor construction even after a construction is complete. Currently, the plate bearing test or the sand cone method relative to the unit weight of soil test are commonly used to measure the degree of compaction, but as these require a great deal of time, equipment and manpower, it is difficult to secure economic efficiency. The method that is used to measure the degree of compaction according to the penetration depth achieved by free fall objects through gravity is the Free-Fall Penetration Test (FFPT), which uses a so-called "portable compaction measuring meter (PCMM)." In this study, the degree of compaction was measured and a penetration depth graph was developed after the field test using the portable compaction measuring meter. The coefficient of determination was 0.963 at a drop height of 10 cm, showing the highest level of accuracy. Both horizontal axis and longitudinal axis were developed in a decimal form of graph, and the range of allowable error was ${\pm}1.28mm$ based on the penetration depth. The portable compaction measuring meter makes it possible to measure the degree of compaction simply, quickly and accurately in the field, which will ensure economic efficiency and facilitate the process management.

A COMPARATIVE STUDY ON THE CANAL CONFIGURATION AFTER SHAPING BY PROFILE, PROTAPERTM AND K-FLEXOFILE IN SIMULATED CANALS WITH DIFFERENT ANGLES OF CURVATURE (ProFile, ProTaperTM K-Flexofile 근관 성형시 근관의 만곡도에 따른 근관 형태 변화 비교연구)

  • Lee, Bo-Kum;Kim, Dong-Jun;Hwang, Yun-Chan;Hwang, In-Nam;Oh, Won-Mann
    • Restorative Dentistry and Endodontics
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    • v.30 no.4
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    • pp.294-302
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    • 2005
  • The purpose of this study was to evaluate the canal configuration after shaping by ProFile. ProTaper and K-Flexofile in simulated resin canals with different angles of curvature. Three types of instruments were used: ProFile. ProTaper. K-Flexofile. Simulated root canals. which were made of epoxy resin. were prepared by ProFile. ProTaper with rotary instrument using a crown-down pressureless technique. and hand instrumentation was performed by K-Flexofile using a step-back technique. All simulated. canals were prepared up to size 25 file at end-point of preparation. Pre and post instrumentation images were recorded with Scanner. Assessment of canal shape was completed with Image Analysis program. Measurements were made at 1. 2. 3. 4. 5. 6. 7. 8. 9 and 10mm from the apex. At each level. outer canal width. inner canal width. total canal width. and amount of transportation from original axis were recorded. Instrument deformation and fracture were recorded. Data were analyzed by means of one-way ANOVA analysis of variance and the Sheffe's test. The result was that ProFile and ProTaper maintain original canal shape regardless of the increase of angle of curvature than K-Flexofile. ProFile show significantly less canal transportation and maintained original canal shape better than ProTaper.

Correlation Between the Point-Load Strength and the Uniaxial Compressive Strength of Korean Granites (국내 화강암의 점하중강도와 일축압축강도간의 상관분석)

  • Woo, Ik
    • The Journal of Engineering Geology
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    • v.24 no.1
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    • pp.101-110
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    • 2014
  • This study presents the results of a regression analysis of the point-load strength ($I_{s(50)}$) and the uniaxial compressive strength (UCS) of granites in Korea. The regression was carried out for three cases using the least-squares method, reclassifying the granite samples based on their physical properties. The first regression analysis through the origin according to the weathering grade did not give a result with a sufficient degree of confidence, due to the small number of samples. However, the general trend of the correlation between UCS and $I_{s(50)}$according to weathering grade shows that the slope of the linear regression for weathered granite is steeper than that for fresh granite. The second analysis was a simple linear regression for all the granite samples using the least-squares method as well as a linear regression using the bootstrap resampling method in order to increase the confidence level and the accuracy of the regression results. The third regression considered the average strength of granite groups reclassified according to physical properties. These linear regression analyses yielded linear regression equations with slopes of 14 and small standard deviations being similar to values reported in previous studies on Korean granites, but whose intercept values range from 16 to 43 and have a larger standard deviation than those of the present study. In conclusion, it would be advisable to estimate UCS from $I_{s(50)}$, considering the error range derived from the deviation of the regression equations.

A Study of Hands-Free Car Kit Design Development according to the Consumer′s Purchasing Need (소비자 구매요구에 따른 차량용 핸즈프리 디자인 개발에 관한 연구)

  • 한일우
    • Archives of design research
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    • v.17 no.3
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    • pp.313-322
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    • 2004
  • Product design has direct effects on sales, exciting consumer's interest in purchasing. With the draft bill of Road Traffic Law passing the National Assembly, drivers have been entirely prohibited by the law from using a cell phone while driving since June 30, 2001, As a result, the demand for and the sales of hands-free Kit products for vehicles have been skyrocketing, and more and more of them have been introduced in the market and competing each other in sales. In these situations, the study attempted to present a case study showing the whole process of product design by a small company, which intended to gain an advantage over the competitors in the sector of hands-free products for vehicles with differentiated design. The product whose design development process was presented in the study has many characteristics. Among them it is the most remarkable in removing the connection between the cell phone terminal and the stationary hands-free product. The study was aimed to increase the investment value of design by helping understand that the ultimate goal of technology is commercialization and that how great the role of design is from the beginning to the final stage of product development. It also emphasized the point that one of the goals of design development should lie in providing a more accurate perception of the importance of design to the industry, by establishing a design process throughout the whole stages of product development including initiation, designing and commercialization.

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Efficient Construction Method of Topographic Data for Flood Mapping Using Digital Map (수치지형도를 활용한 홍수지도 제작용 지형자료의 효과적인 구축방법 연구)

  • Lee, Geun-Sang;Koh, Deuk-Koo;Kim, Woo-Gu
    • Journal of the Korean Association of Geographic Information Studies
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    • v.7 no.1
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    • pp.52-61
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    • 2004
  • Korea Water Resources Corporation carried out LiDAR survey to construct detailed terrain data for flood mapping and it is expected that much money is required in flood mapping of all over the country. Therefore, it is desirable to use NGIS digital map to construct preliminary modelling data for selection of flood mapping area. And the analysis of DEM error with respect to scale of digital map is necessary for the sake of applying digital map as the input data of flood mapping. We compared DEM from digital map with DEM from LiDAR survey. Especially we analyzed DEM error characteristics that is occurred with respect to the interpolation method that is used to construct DEM from TIN of digital map. As a result of analysis, digital map(1:1,000) showed smaller error than digital map(1:5,000) and DEM applying linear interpolation showed smaller error than DEM applying quintic interpolation. Especially, variation of DEM error by cell resolution was evaluated as very slight because urban district was composed of gentle slope.

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Establishment and Application of Flood Forecasting System for Waterfront Belt in Nakdong River Basin for the Prediction of Lowland Inundation of River. (하천구역내 저지대 침수예측을 위한 낙동강 친수지구 홍수예측체계 구축 및 적용)

  • Kim, Taehyung;Kwak, Jaewon;Lee, Jonghyun;Kim, Keuksoo;Choi, Kyuhyun
    • Proceedings of the Korea Water Resources Association Conference
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    • 2019.05a
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    • pp.294-294
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    • 2019
  • The system for predicting flood of river at Flood Control Office is made up of a rainfall-runoff model and FLDWAV model. This system is mainly operating to predict the excess of the flood watch or warning level at flood forecast points. As the demand for information of the management and operation of riverside, which is being used as a waterfront area such as parks, camping sites, and bike paths, high-level forecasts of watch and warning at certain points are required as well as production of lowland flood forecast information that is used as a waterfront within the river. In this study, a technology to produce flood forecast information in lowland areas of the river used as a waterfront was developed. Based on the results of the 1D hydraulic analysis, a model for performing spatial operations based on high resolution grid was constructed. A model was constructed for Andong district, and the inundation conditions and level were analyzed through a virtual outflow scenarios of Andong and Imha Dam.

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Importance and Satisfaction Rating Assessment of users Regarding BRT Facility and Operation : The Case of Busan (BRT 시설 및 운영에 관한 이용자의 중요도 만족도 평가 : 부산광역시를 중심으로)

  • Kim, Seong Eun;Jung, Hun Young
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.39 no.5
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    • pp.595-603
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    • 2019
  • To alleviate the demand on private car that is constantly increasing, Busan Metropolitan City (BMC) has established Bus Rapid Transit (BRT) to revitalize public transportation. But there are no unified lane system between BRT and general bus stations, which makes off-lane turning general bus to contribute to congestion. And as the bottleneck phenomenon at entrance/exit accelerates the congestion, there has been huge dissatisfaction among commuting drivers. Therefore, this study identifies efficient methods to operate better through measuring civilian awareness. We evaluate both satisfaction and drawbacks on BRT service with Importance-Performance Analysis (IPA). We first distinguish the groups by the awareness on BRT and their main transit usage, and then clarify the difference between the groups. And as a result, the group who is positive to BRT and uses buses often demands improvement in bus indoor comfort and curbing jaywalking. On the other hand, group who is negative to BRT and uses private cars often demands improvement in lane changing and the moving speed of private cars. We next examines the groups with MDPREF, one method of Multidimensional Scaling (MDS). And we have clarified that the evaluating criteria and the individual attributes of the groups corresponds very well.