In this study, bearing capacities under large lateral displacement were obtained using the formulas suggested by Naeim & Kelly(1999) and ISO 22762 Part.3(2010) and those were compared with the results of Hwang's experiments(2006) to decide which formula is more reasonable
The application of a base isolation to nuclear systems should be considered in lots of view points of operation at the stage of design before construction. Those points includes protection and maintenance of isolators for a seismically isolated nuclear power plant. The methodology suggested in this paper is applicable for any type of isolators in which an isolated structure part is easily replaced and confined pressure can be easily controlled with a height-adjustable part. The height-adjustable part being adjusted by suppling or discharging fluid therein or therefrom
Adaptability of a smart top-story isolation system for reduction of seismic responses of tall buildings in regions of low-to-moderate seismicity has been investigated in this study. To this end, 20-story example building structure was selected and an MR damper and low damping elastomeric bearings were used to compose a smart base isolation system. Artificial earthquakes generated based on design spectrum of low-to-moderate seismicity regions are used for structural analyses.
In this papery, integrated optimization of structure-smart control device is conducted and possibility of reduction of structural resources of a tall building with additional smart damping device has been investigated. For this purpose, a 60-story diagrid building structure is used as an example structure and artificial wind loads are used for evaluation of wind-induced responses. Because dynamic responses and the amount of structural material and additional smart damping devices are required to be reduced, a multi-objective genetic algorithm is employed in this paper.
A local stress is concentrated on a web contiguous to the anchorage blocks. Esp. in case of twin cable system in single plane, engineers should verify bearing capacity of the web. So, the engineering team has verified this phenomenon.
This study was conducted to examine for serviceability of GFRP for application of Slip-Form. As a result, Flexure performance of GFRP module is similar to steel material. And accumulated wear volume of GFRP module is 0.02% when sliding distance reaches at 1000m.
Multiple strand cable should be installed by special method to achieve equivalent tensile force to each strand. The research group has developed special jacking system and verified experimentally. As a result, difference is below 2% bet. theoretical and experimental values.
This study presents a technical overview of snow and ice accretion on cable-stayed bridges and suspension bridges. Specially, it focuses on measures against snow or ice falling into bridge decks. Many different types of de-icing and anti-icing are discussed in this paper.
In this study, measured data of cable-supported bridge’s thermal expansion and contraction were analyzed. To evaluate structural behaviors by temperature variations, measured data were compared with theoretical values by correlation analysis between thermal movements and temperatures. Additionally, the cumulative displacements were analyzed. Through the analysis of the results, the evaluation methods of cable-supported bridge's thermal expansion and contraction is suggested.
This study is to invest safety against the local corrosion of steel pylon in the Dolsan bridge(Cable-stayed type). For the investigation, visual inspection, non-destructive testing using the high resolution camera and ultrasonic thickness gauge with the structural analysis were completed. In the result of the safety check, no problem of steel pylon is detected. Cause of corrosion is damage on steel surface during early stage of the construction.
A noncontact nondestructive testing(NDT) method is proposed to detect the damage of plate-like
structures and to identify the location of the damage. To achieve this goal, a scanning laser source actuation technique is utilized to generate a guided wave and scans a specific area to find damage location more precisely. The ND: YAG pulsed laser is used to generate Lamb wave and a piezoelectric sensor are installed to measure the structural responses. The measured responses are analyzed using 3 dimensional Fourier transformation. The damage-sensitive features are extracted by wavenumber filtering based on the 3D FT. Then, flaw imaging techniques of a plate-like structure is conducted using the damage-sensitive features.
Finally, the plates with notches are investigated to verify the effectiveness and the robustness of the proposed NDT approach.
The ISTIMES project, funded by the European Commission in the frame of a joint Call “ICT and
Security” of the Seventh Framework Programme, is presented and preliminary research results are discussed. The main objective of the ISTIMES project is to design, assess and promote an Information and Communication Technologies (ICT)-based system, exploiting distributed and local sensors, for non-destructive electromagnetic monitoring of critical transport infrastructures.
In this study trying to develop a monitoring system for temperature and humidity measurement of quality control methods suitable for curing concrete nuclear power plant structures. This experiment is divided part of data logger, sensors, control program in a accordance with standar of quality control Nuclear power plant hot weather/the middle of summer. This measuring method is expected to development quality control nuclear power plant
In this study, a noncontact nondestructive testing (NDT) method is proposed to detect the fatigue crack and to identify the location of the damage. To achieve this goal, Lamb wave propagation of a plate-like structure is analyzed, which is induced by scanning laser source actuation system. The Lamb wave propagation is visualized and then damage is detected by wavenumber filtering method based on 3D FFT. Steel plates with fatigue cracks are investigated to verify the effectiveness and the robustness of the proposed NDT approach
This study presents numerical analysis of elastic waves for detecting damage in epoxy adhesive zone. For the finite element analysis, a finite element program ANSYS LS-Dyna is used. The result signals of finite element analysis were analyzed by using pitch-catch method. It is shown that the received time signals successfully show the existence of defects
‘소청2호’는 녹색 자엽의 검정콩으로 내재해성이 우수하고 가공용에 적합한 신품종육성을 목표로 숙기가 매우 늦은 대립 검정콩인 ‘밀양78호’와 소립 내재해 도입종인 ‘Peking’을 1996년 인공교배한 YS1262 조합으로 계통육종법으로 선발하였고 계통명은 ‘밀양182호’이다. 꽃은 백색이고 자엽색은 녹색이며, 입형은 장타원형이며 성숙기가 지나면 협의 개열에는 약하다. 성숙기는 10월 2일로 ‘청자콩’과 같이 다소 빠른 품종이며, 경장은 56 cm로 ‘청자콩’보다 10 cm 짧고 100립의 무게는 12.2 g인 소립인 품종이다. 도복에 강하며 포장 재배시험에서 콩모자이크 바이러스병은 다소 발생하였고, 불마름병에 대한 유묘 접종 및 포장반응은 ‘청자콩’과 비슷하나 약한 편이다. 종실성분으로 조단백 함량은 38.8%로 ‘청자콩’보다 다소 낮았고, 종실의 아이소플라본 함량은 2,031㎍/g으로 ‘청자콩’보다 높았다. 청국장 가공적성에서 ‘일품검정콩’보다 발효 정도는 다소 낮으나, 청국장 수율 및 풍취에서 우하였다. ‘소청2호’의 중남부지역 5개소의 평균 수량성은 ha당 2.00톤으로 ‘청자콩’ 대비 7% 증수하였다.
본 연구는 신체활동과 심리수정을 토대로 한 비만관리 프로그램이 남자비만청소년들의 체중감소와 신체 활동수준 및 심리적 변인을 변화시키는데 효과가 있는지를 확인하는데 그 목적을 두고 수행되었다. 서울시 N구에 소재한 C중학교 남학생중, 체질량이 25kg/m2인 비만학생 86명이 자발적으로 비만관리 프로그램에 참여하였다. 비만관리 프로그램은 12주간 줄넘기 운동 (주 3회)과 심리수정 전략(주 2회)으로 구성되어 있으며, 1회 40분씩 실시되었다. 여가시간 신체활동 질문지, 운동자신감 질문지, 의사결정균형질문지가 연구참여자들의 신체활동 및 관련된 심리적 변인의 변화를 측정하기 위하여 사용되었다. 연구 참여자들의 일반적 특성은 기술분석에 의해 제시되었으며, 비만관리 프로그램의 효과를 검증하기 위하여 반복측정분산분석이 수행되었다. 비만청소년들의 체질량은 비만관리 프로그램을 통해 유의하게 감소 하였고 (F=4.89, p=.007), 신체활동량은 유의하게 증가하였다 (F=3.87, p=.025). 또한, 비만청소년들의 신체활동 자신감(F=4.38, p=.016)과 신체활동이득에 대한 지각 (F=4.07, p=.021)은 유의하게 증가한 반면, 신체활동의 지각된 장애요인 (F=4.15, p=.023)은 유의하게 감소하였다. 본 연구는 비만과학 및 운동과학 영역에서 비만관리 프로그램을 계획하고 적용하는데 있어 신체활동 뿐만 아니라, 신체활동에 영향을 주는 다양한 심리적 특성의 중요성을 고려하여야 한다는 것으로 제안한다.