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.