• 한국지진공학회:학술대회논문집
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• 한국지진공학회 1998년도 추계 학술발표회 논문집 Proceedings of EESK Conference-Spring 1998
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• pp.345-352
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• 1998

Free-field ground motion during earthquake is significantly affected by the local site conditions and the behavior of structure is influenced by ground motion, it is essential to perform the reliable site characterization and to determine the site specific earthquake response. In this study, case study of site specific ground response evaluation was performed at Inchon area. Step by step procedures for site characterization and one-dimensional site response analysis were introduced and the importance of site specific analysis was verified.

• Structural Engineering and Mechanics
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• 제60권3호
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• pp.433-453
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• 2016

During earthquake, the motion of ground is affected significantly by source characteristics, source-to-site path properties and local site conditions. Due to the influence of local soil conditions different places experience distinctive amplitude of surface ground motion. Ground response analysis of a specific site utilizing the borehole information at different locations is done in present study. The ground motion with the highest peak ground acceleration for this site obtained from the ground response analysis is used in finite element soil-structure interaction analysis of multi-storey shear wall buildings with various positions of shear walls. The variation in seismic response of buildings and advantageous position of shear wall are determined. The study reveals that providing shear wall at the core of buildings at the specific site is advantageous among all shear wall configurations considered.

• Earthquakes and Structures
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• 제14권4호
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• pp.285-295
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• 2018

In this study, the effect of local site conditions (site class and site amplifications) and structural variability are investigated on fragility functions of typical building structures. The study area is chosen as Eastern Turkey. The fragility functions are developed using site-specific uniform hazard spectrum (UHS). The site-specific UHS is obtained based on simulated ground motions. The implementation of ground motion simulation into seismic hazard assessment has the advantage of investigating detailed local site effects. The typical residential buildings in Erzincan are represented by equivalent single degree of freedom systems (ESDOFs). Predictive equations are accomplished for structural seismic demands of ESDOFs to derive fragility functions in a straightforward manner. To study the sensitivity of fragility curves to site class, two sites on soft and stiff soil are taken into account. Two alternative site amplification functions known as generic and theoretical site amplifications are examined for these two sites. The reinforced concrete frames located on soft soil display larger fragilities than those on stiff soil. Theoretical site amplification mostly leads to larger fragilities than generic site amplification more evidently for reinforced concrete buildings. Additionally, structural variability of ESDOFs is generally observed to increase the fragility especially for rigid structural models.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2005년도 학술발표회 논문집
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• pp.90-101
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• 2005

For the site characterization at two representative inland areas, Gyeongju and Hongsung, in Korea, in-situ seismic tests containing boring investigations and resonant column tests were performed and site-specific ground response analyses were conducted using equivalent linear as well as nonlinear scheme. The soil deposits in Korea were shallower and stiffer than those in the western US, from which the site classification system and site coefficients in Korea were derived. Most sites were categorized as site classes C and D based on the mean shear wave velocity to 30 m, Vs30 ranging between 250 and 650 m/s. Based on the acceleration response spectra determined from the site-specific analyses, the site coefficients specified in the Korean seismic design guide underestimate the ground motion in the short-period band and overestimate the ground motion in mid-period band. These differences can be explained by the differences in the bedrock depth and the soil stiffness profile between Korea and western US. The site coefficients were re-evaluated and the preliminary site classification system was introduced accounting for the local geologic conditions on the Korean peninsula.

• 대한건축학회논문집:계획계
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• 제35권2호
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• pp.93-104
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• 2019

Minimal art, which began to flourish in the mid-1960s, explores perceptual situations caused by the involvement of objects in given site contexts. This has led to the mentions of minimal art as a site-specific art, but its limitations have also been pointed out. This study specifically addresses the limitations of minimal art as a site-specific art with two perceptual points of view. First, according to Michael Fried, situations described as 'now here' focus largely on the bodily experiences of a place. However, they do not rooted in specific time and space of a certain place. Second, the unique characteristics of a certain place are excluded from the perception of the body which occupies the passage of time. Self-sufficient algorithm, which is far from site-specific conditions, is the autonomous system creating the period in the way of arrangement of objects. In addition, Minimal art regards a body only as the objectivity excluding the subjectivity which is essential creating meaning in a place. In the latter part of the article, these features are dealt with through Donald Judd's works. This study on site-specificity also provides a new perspective on the discussion of Minimal architecture and Minimal landscape.

• Journal of Biosystems Engineering
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• 제31권1호
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• pp.24-32
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• 2006

Compaction is becoming a greater concern in crop production and the environment because it can have deleterious effects on growing conditions that are difficult to remediate. Because compaction can vary considerably from point to point within a field, and also from depth to depth within the soil profile, it is important to consider quantification and management of the spatial and vertical variability in soil compaction when developing an overall site-specific crop management plan. In this paper, the importance of soil compaction, techniques for quantification of its variability, and the concept of site-specific tillage are examined. Methods and systems to detect within-field variation in soil strength as a surrogate measure of soil compaction and related soil properties are also compared and discussed. Quantification of variability in soil compaction and site-specific compaction management was motivated recently, and sensors and control systems are still under development. Future study will need to address a number of issues related to understanding and applying the sensor measurements.

• 한국농림기상학회지
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• 제17권2호
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• pp.126-135
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• 2015

본 연구는 전라북도 남원시의 맞춤형 조림지도인 적지적수도를 제작하기 위해 수행하였다. 이를 위해 남원시에 분포하는 주요 수종별 지위지수 추정식을 개발하고, 수종별로 적지에 적합한 입지조건을 반영한 생육범위를 고려하여 각 수종의 적지분포를 공간적으로 평가하였다. 남원시에 분포하는 주요 8개 수종별 지위지수 추정식은 각각 4-5개의 환경인자 조합이 관여하는 것으로 분석되었으며, 전체 27개의 환경인자 중에서 15개가 수종별 지위지수 추정에 사용되었다. 특히 사면위치($X_7$)와 경사형태($X_8$), B층 건습도($X_{11}$), 연최저 기온($X_{15}$), 온량지수($X_{16}$) 비생장기간 5개월 동안의 총강수량($X_{23}$), 월평균 상대습도($X_{24}$), 그리고 생장기간 초기 3개월 동안의 월평균 상대습도($X_{25}$)가 수종별 지위지수 추정식에 많이 포함되는 것으로 판명되었다. 이상과 같은 방법으로 남원시의 적지적수도를 제작한 후, 적합성 검증을 위해 현지 확인 조사를 수행하였다. 현지 확인 결과 본 연구에서 제작한 적지적수도는 사용 가능한 자료의 한계에도 불구하고 수종별 적지분포를 비교적 무난하게 표현하고 있는 것으로 평가되었다. 하지만 부적지로 평가된 일부 지역의 경우 수정 및 보완이 필요한 것으로 나타났다.

• 한국지진공학회논문집
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• 제20권4호
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• pp.257-268
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• 2016

In the companion papers (I, II), site-specific response analyses were performed at more than 300 domestic sites and a new site classification system and design response spectra (DRS) were proposed using the results of the site-specific response analyses. In this paper, the proposed site classification system and the design response spectra are compared with those in other seismic codes and verified by different methods. Firstly, the design response spectra are compared with the design response spectra in Eurocode 8, KBC 2016 and MOCT 1997 to estimate quantitative differences and general trends. Secondly, site-specific response analyses are carried out using $V_S$-profiles obtained using field seismic tests and the results are compared with the proposed DRS in order to reduce the uncertainty in using the SPT-N value in site-specific response analyses in the companion paper (I). In addition, site coefficients from real earthquake records measured in Korean peninsula are used to compare with the proposed site coefficients. Finally, dynamic centrifuge tests are also performed to simulate the representative Korean site conditions, such as shallow depth to bedrock and short-period amplification characteristics. The overall results showed that the proposed site classification system and design response spectra reasonably represented the site amplification characteristic of shallow bedrock condition in Korea.

• 한국지진공학회논문집
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• 제3권4호
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• pp.1-10
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• 1999

지진 시 지반의 자유장 운동은 국지적 지반조건에 의하여 크게 영향을 받으며 내진설계에 앞서 지반조건을 고려한 부지응답특성평가를 수행하여야 한다. 본 논문은 부지고유의 지반거동 평가를 위하여 필요한 절차를 국내 내진기준과 외국의 기술현황 조사를 바탕으로 제안하였다. 부지응답특성 평가의 개요를 설명하고 1차원 등가선형 해석에 필요한 지반자료 획득을 위한 지반조사계획 기반조사기법, 저변형율 및 고변형율 영역에서의 지반의 변형거동특성, 현장 및 실내시험결과를 이용한 부지특성평가방법들을 제안하였다 또한 제안된 절차를 따라 수행된 인천 지역의 부지특성평가방법들을 제안하였다 또한 제안된 절차를 따라 수행된 인천 지역의 부지응답특성평가 예를 포함하였다.

• 한국산림과학회지
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• 제90권4호
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• pp.437-444
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• 2001

이 연구는 인공신경망기법을 적용하여 적지적수를 판정할 수 있는 산림환경입지인자를 도출하고, 그들 인자 상호간의 관계를 분석하여 적지적수 판정방법을 제시하고자 수행되었다. 적지적수 선정을 위한 대상수종으로 5개의 주요 침엽수종(P. densiflora for. erecta, L. leptolepis, P. koraiensis, P. densiflora, P. thunbergil)을 선정하였다. 먼저 총 1,320개소의 표준지를 대상으로 각 수종별 지위지수가 높은 순으로 40개씩 추출하여 총 200개의 표준지를 선발하였다. 각각의 자료는 해당 표준지에 대한 13개 인자의 산림입지환경 정보를 보유하고 있다. 연구결과 인공신경망기법은 패턴분류에 의한 산림입지환경 조사 자료들의 전산정보처리에 매우 효과적인 것을 알 수 있었다. 이 기법을 적지적수 판정에 필요한 패턴의 유무 분석에 응용함으로써 적지적수 판정에 거의 영향을 미칠 수 없는 패턴을 소유하고 있거나, 불규칙한 양상의 패턴으로 인해 패턴분류 과정 자체를 교란할 수 있는 자료들을 선별하여 제거할 수 있었다. 그 외에 인공신경망기법은 입지인자 구성에 따라 적지적수 판정 적합도가 77.6%에서 91.8%까지 높게 나타남으로써 산림입지환경조사 자료를 토대로 하는 적지적수 판정에 매우 높은 잠재력을 보여주었다.