• Title/Summary/Keyword: The Environmental domain

Search Result 817, Processing Time 0.025 seconds

Rock Bolt Integrity Assessment in Time-Frequency Domain : In-situ Application at Hard Rock Site (유도파를 이용한 시간-주파수 영역 해석을 통한 록볼트 건전도 실험의 경암지반 현장 적용성 평가)

  • Lee, In-Mo;Han, Shin-In;Min, Bok-Ki;Lee, Jong-Sub
    • Journal of the Korean Geotechnical Society
    • /
    • v.25 no.12
    • /
    • pp.5-12
    • /
    • 2009
  • As rock bolts become one of the main support systems in tunnels and underground structures, the integrity of the rock bolts affects the safety of these structures. The purpose of this study is the evaluation of rock bolt integrity using wavelet transforms of the guided ultrasonic waves by using transmission test in the field. After several rock bolts with various defect ratios are embedded into a large scale concrete block and rock mass, guided waves are generated by a piezo disk element and measured by an acoustic emission (AE) sensor. The captured signals are analyzed in the time-frequency domain using the wavelet transform based on a Gabor wavelet. Peak values in the time-frequency domain represent the interval of travel time of each echo. The energy velocities of the guided waves increase with an increase in the defect ratio. The suitable curing time for the evergy velocity analysis is proposed by the laboratory test, and in-situ tests are performed in two tunnelling sites to verify the applicability of rock bolt integrity tests performed after proposed curing time. This study proves that time-frequency domain analysis is an effective tool for the evaluation of the rock bolt integrity.

Spatial-temporal Distribution of Soil Moisture at Bumreunsa Hillslope of Sulmachun Watershed Through an Intensive Monitoring (설마천 유역 범륜사사면의 토양수분 시공간 집중변화양상의 측정)

  • Lee, Ga-Young;Kim, Ki-Hoon;Oh, Kyung-Joon;Kim, Sang-Hyun
    • Journal of Korea Water Resources Association
    • /
    • v.38 no.5 s.154
    • /
    • pp.345-354
    • /
    • 2005
  • Time Domain Reflectometry (TDR) with multiplex system has been installed to configure the spatial and temporal characteristics of soil moisture at the Bumreunsa hillslope of Sulmachun Watershed. An intensive surveying was performed to build a refined digital elevation model (DEM) and flow determination algorithms with inverse surveying have been applied to establish an efficient soil moisture monitoring system. Soil moisture data were collected through intensive monitoring during 380 hrs in November of 2003. Soil moisture data shows corresponding variation characteristics of soil moisture on the upper, middle and lower parts of the hillslope which were classified from terrain analysis. Measured soil moisture data have been discussed on the context of physical process of hydrological modeling.

Numerical Modeling of Antenna Transmission for Borehole Ground-Penetrating Radar -Code Development- (시추공 레이다를 위한 안테나 전파의 수치 모델링 -프로그램 개발-)

  • Chang, Han-Nu-Ree;Kim, Hee-Joon
    • 한국지구물리탐사학회:학술대회논문집
    • /
    • 2006.06a
    • /
    • pp.265-270
    • /
    • 2006
  • High-frequency electromagnetic (EM) wave propagation phenomena associated with borehole ground-penetrating radar (GPR) surveys are complex. To improve the understanding of governing physical processes, we present a finite-difference time-domain solution of Maxwell's equations in cylindrical coordinates. This approach allows us to model the full EM wavefield associated with borehole GPR surveys. The algorithm can be easily implemented perfectly matched layers for absorbing boundaries, frequency-dependent media, and finite-length transmitter antenna.

  • PDF

Finite element model updating of Canton Tower using regularization technique

  • Truong, Thanh Chung;Cho, Soojin;Yun, Chung Bang;Sohn, Hoon
    • Smart Structures and Systems
    • /
    • v.10 no.4_5
    • /
    • pp.459-470
    • /
    • 2012
  • This paper summarizes a study for the modal analysis and model updating conducted using the monitoring data obtained from the Canton Tower of 610 m tall, which was established as an international benchmark problem by the Hong Kong Polytechnic University. Modal properties of the tower were successfully identified using frequency domain decomposition and stochastic subspace identification methods. Finite element model updating using the measurement data was further performed to reduce the modal property differences between the measurements and those of the finite element model. Over-fitting during the model updating was avoided by using an optimization scheme with a regularization term.

On the fatigue behavior of support structures for offshore wind turbines

  • Alati, N.;Nava, V.;Failla, G.;Arena, F.;Santini, A.
    • Wind and Structures
    • /
    • v.18 no.2
    • /
    • pp.117-134
    • /
    • 2014
  • It is believed that offshore wind farms may satisfy an increasing portion of the energy demand in the next years. This paper presents a comparative study of the fatigue performances of tripod and jacket steel support structures for offshore wind turbines in waters of intermediate depth (20-50 m). A reference site at a water depth of 45 m in the North Atlantic Ocean is considered. The tripod and jacket support structures are conceived according to typical current design. The fatigue behavior is assessed in the time domain under combined stochastic wind and wave loading and the results are compared in terms of a lifetime damage equivalent load.

A Simulation of High Ozone Episode in Downwind Area of Seoul Metropolitan Using CMAQ Model (CMAQ을 이용한 수도권 풍하지역의 고농도 오존 현상 모사)

  • Lee, Chong Bum;Song, Eun Young
    • Journal of Environmental Impact Assessment
    • /
    • v.15 no.3
    • /
    • pp.193-206
    • /
    • 2006
  • Recently, high ozone episode occurred frequently in Korea. Moreover ozone episode occurred not only in the city but also in background area where local anthropogenic sources are not important. It analyzed frequency exceeding 100ppb ozone at air quality monitoring stations in Seoul and rural area during 1995-2004. This paper reports on the use of the Community Multiscale Air Quality (CMAQ) modelling system to predict hourly ozone levels. Domain resolutions of 30km, 10km, 3.333km (innermost) have been employed for this study. Summer periods in June 2004 have been simulated and the predicted results have been compared to data for metropolitan and rural air quality monitoring stations. The model performance has been evaluated with measured data through a range of statistical measures. Although, the CMAQ model reproduces the ozone temporal spatial trends it was not able to simulate the peak magnitudes consistently.

Structural and Functional Relationship of the Catalytical Subunit of Recombinant Pyruvate Dehydrogenase Phosphatase (rPDPc): Limited Proteolysis (Pyruvate dehydrogenase phosphatase의 catalytical subunit의 구조와 활성에 대한 연구)

  • Kim, Young-Mi
    • Environmental Analysis Health and Toxicology
    • /
    • v.17 no.1
    • /
    • pp.73-80
    • /
    • 2002
  • Pyruvate dehydrogenase phosphatase (PDP)와 kinase는 당대사시 해당과정에서의 대사 산물인 pyruvate를 acetyl CoA로 만들어 구연산 회로로 진입시켜 주는 효소인 pyruvate dehydrogenase complex (PDC)의 활성을 조절하는 중요한 효소이다. PDP의 catalytic subunit는 PDC의 dihydrolipoamide acetyltransferase (E2), PDP regulatory subunit (PDPr), 그리고 칼슘 결합 도메인 등으로 구성되어 있는 것으로 추측되어지고 있다. 본 연구에서는 그 구조와 기능과의 상관관계를 알아보기 위해 PDPc를 E. coli JM101에서 발현시켜 순수 정제 후 단백분해 효소를 이용한 제한적 가수분해 방법을 이용해 그 구조와 기능과의 상관관계에 대해 연구하고자 하였다 정제된 PDPc는 trypsin, chymotrypsin, Arg-C 그리고 elastase를 이용하여 3$0^{\circ}C$ 그리고 pH 7.0에서 제한적으로 분해시켰으며 각 분해산물의 아미노 말단의 아미노산 배열을 분석하였다. 그 결과 PDPc는 trypsin, chymotrypsin, elastase에 의해 N-terminal의 50 kD과 C-terminal의 10 kD의 두개의 분해산물을 만들었으며, Arg-C에 의해 50kD의 분해산물은 약 35kD와 15kD으로 더 가수분해가 되었다. 이러한 결과로 볼 때 PDPc는 앞에서 추측한데로 세개의 주요한 기능적 도메인으로 이루어져 있음을 알 수 있었다 또한 C-terminal의 10kD은 PDPc의 활성에는 영향을 주지 않는 것으로 밝혀졌으나 다른 도메인의 기능은 더 연구가 되어져야 할 것으로 생각된다.

The Development of the Environmental Literacy Instrument for the Elementary School Students (초등학생 환경 소양 측정 도구의 개발)

  • Jung, Hyun-Hee;Seo, Woo-Seok
    • Hwankyungkyoyuk
    • /
    • v.21 no.4
    • /
    • pp.79-93
    • /
    • 2008
  • The purpose of this study was to develop an instrument for measuring elementary school students' environmental literacy. The process of instrument development was four phases. The first two phases involved defining the domain of the construct, writing an initial pool of 55 items, and reviewing the items for revision and deletion. These steps were taken to provide the evidence of content-related validity, and to reduce a number of items. The third phase was, through item analysis, to determine the most appropriate items for the environmental literacy for the elementary school students. For the forth phases, the fifth and sixth students in elementary school participated in this survey. To examine the reliability and validity of environmental literacy for the elementary school students, internal consistency estimate, and factor analysis were used. The results of this study were summarized as follows; Firstly, thorough factor analysis, we developed Environmental Literacy Instrument for the elementary school students, consisted of total 41 items (knowledge 8 items, emotion 11 items, skill 10 items, and behavior 13 items); Secondly, Cronbach's alpha was .783 for knowledge, .832 for emotion, .866 for skill and 8.61 for behavior.

  • PDF

Study of central buckle effects on flutter of long-span suspension bridges

  • Han, Yan;Li, Kai;Cai, C.S.
    • Wind and Structures
    • /
    • v.31 no.5
    • /
    • pp.403-418
    • /
    • 2020
  • To investigate the effects of central buckles on the dynamic behavior and flutter stability of long-span suspension bridges, four different connection options between the main cable and the girder near the mid-span position of the Aizhai Bridge were studied. Based on the flutter derivatives obtained from wind tunnel tests, formulations of self-excited forces in the time domain were obtained using a nonlinear least square fitting method and a time-domain flutter analysis was realized. Subsequently, the influences of the central buckles on the critical flutter velocity, flutter frequency, and three-dimensional flutter states of the bridge were investigated. The results show that the central buckles can significantly increase the frequency of the longitudinal floating mode of the bridge and have greater influence on the frequencies of the asymmetric lateral bending mode and asymmetric torsion mode than on that of the symmetric ones. As such, the central buckles have small impact on the critical flutter velocity due to that the flutter mode of the Aizhai Bridge was essentially the symmetric torsion mode coupled with the symmetric vertical mode. However, the central buckles have certain impact on the flutter mode and the three-dimensional flutter states of the bridge. In addition, it is found that the phenomenon of complex beat vibrations (called intermittent flutter phenomenon) appeared in the flutter state of the bridge when the structural damping is 0 or very low.

Study on Efficient Time Domain Fatigue Analysis of Mooring Chain by Representative Mean Position (부유체 대표 평균 위치를 적용한 계류 라인의 시간 영역 피로 해석 효율화에 대한 연구)

  • Park, Jeongmoon;Kim, Yooil;Kim, Jeong-Hwan
    • Journal of Ocean Engineering and Technology
    • /
    • v.32 no.5
    • /
    • pp.333-340
    • /
    • 2018
  • This paper addresses the concept of the representative mean position, which was devised to improve the numerical efficiency of a time domain fatigue analysis of a mooring chain. To investigate the influence of an artificial offset of the floater on the fatigue of the mooring chain, a parametric study was performed on the moored FPSO under various combinations of offsets and environmental conditions. Tension time histories were calculated using the de-coupled analysis method, and fatigue damages were calculated to determine the influence of the offset. The parametric study was extended to a more realistic case to determine the actual effect of the representative mean position, where a comparison was made between the two different analysis results, one using the representative mean position and the other one using the actual mean position. It was confirmed that the application of the representative mean position guaranteed the conservatism of the fatigue damage with the enhanced numerical efficiency in the time domain fatigue analysis.