• 한국공간구조학회논문집
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• 제12권4호
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• pp.109-118
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• 2012

The large-space single-layer lattice dome is relatively simpler in terms of the arrangement of the various framework members and of the design of the junction than the multi-layered lattice dome, can reduce the numbers and quantity of the framework members, and has the merit of exposing the beauty of the framework as it stands. The single-layer lattice dome, however, requires a stability investigation of the whole structure itself, along with an analysis of the stress of the framework members, because an unstable phenomenon called "buckling" occurs when its weight reaches critical levels. Many researchers have systematically conducted researches on the stability evaluation of the single-layer lattice dome. No construction case of a single-layer lattice dome with a 300-m-long span, however, has yet been reported anywhere in the world. The large-space dome structure is difficult to erect due to the gigantic span and higher ceiling compared with other common buildings, and its construction cost is generally huge. The method of erecting a structure causes major differences in the construction cost and period. Therefore, many researchers have been conducting various researches on the method of erecting such structure. The step-up method developed by these authors can reduce the construction cost and period to a great extent compared with the other general methods, but the application of this method inevitably requires the development of system supports in the center section as well as pre-existing supports in the boundary sections. In this research, the safety during the construction of a single-layer lattice dome with 300-m-long span using pre-existing materials was examined in the aspect of structural strength, and the basic data required for manufacturing the supports in the application of the step-up method developed by these authors during the erection of the roof structure were obtained.

• 한국지반공학회논문집
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• 제29권8호
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• pp.53-63
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• 2013

PHC파일을 사용한 매입말뚝은 시공 중에 발생하는 소음과 진동을 최소화할 수 있다는 장점 때문에 많은 경우 도심지에 건설되는 건축구조물의 기초로 사용된다. 그러나 매입말뚝의 시공을 위해 굴착공을 천공하는 과정에서 굴착공 저면에 슬라임이 형성되고 그 하부의 지반은 응력이완으로 인해 조밀도가 느슨해져서 매입말뚝은 원지반의 강도에 비해 선단지지력이 작게 발휘된다는 단점을 갖고 있다. 본 연구에서는 매입말뚝의 선단지지력을 증대시키기 위해 PHC파일의 선단에 길이가 짧고 PHC파일과 직경이 동일한 강관을 부착한 새로운 형태의 PHC파일을 개발하였다. 새로운 PHC파일을 사용한 매입말뚝의 선단지지력 증대 효과를 검증하기 위해 현장 말뚝재하시험을 수행한 결과 새로운 PHC파일은 경타에 의해 파일 선단이 굴착공 저면의 슬라임과 그 하부의 이완된 지지층 영역을 관통해서 강도가 큰 원지반에 관입됨으로써 기존 PHC파일보다 매입말뚝의 선단지지력을 상당히 증대시키는 것으로 나타났다.

• Advances in materials Research
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• 제1권2호
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• pp.109-113
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• 2012

Electromigration-induced void evolutions in typical upper and lower layer dual-inlaid Copper (Cu) interconnect structures were simulated by applying a phenomenological model resorting to Monte Carlo based simulations, which considers redistribution of heterogeneously nucleated voids and/or pre-existing vacancy clusters at the Copper/dielectric cap interface during electromigration. The results indicate that this model can qualitatively explain the electromigration-induced void evolutions observations in many studies reported by several researchers heretofore. These findings warrant need to re-investigate technologically important electromigration mechanisms by developing rigorous models based on similar concepts.

• 천문학회지
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• 제29권spc1호
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• pp.291-294
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• 1996

The .Japanese sun observing satellite, Yohkoh, has been operational for five years and her scientific instruments are still in good condition. They have revealed ample of evidences that solar flares were triggered by magnetic reconnection, which was, for the first time, clearly indicated to take place in the solar corona. Cusp structures in soft X-rays and a new type of hard X-ray sources at the top of flaring loops have strongly supported the scenario originally proposed by C-S-H-KP. Nonthermal energy input in hard X-rays and thermal energy estimated from soft X-rays are fundamentally consistent with the interpretation of thick-target and chromospheric-evaporation models (Neupert effect). X-ray jets, another discovery of Yohkoh, were also associated with magnetic reconnection, as a result of the interaction of emerging fluxes with pre-existing coronal loops. Temperature structures of active regions, quiet sun, and coronal holes had very dynamic differential-emission-measure (DEM) distributions and high-temperature tails of DEM were considered to come from the contribution of flare-like activity.

• 한국전기전자재료학회논문지
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• 제32권1호
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• pp.20-24
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• 2019

Ferroelectric material properties are strongly governed by domain structures and their evolution processes, but the evolution processes of complex domain patterns during a macroscopic electrical poling process are still elusive. In the present work, domain-evolution processes in a PZT ceramic near the morphotropic phase-boundary composition were studied during a step-wise electrical poling using piezoresponse force microscopy (PFM). Electron backscatter diffraction was used with the PFM data to identify the grain boundaries in the region of interest. In response to an externally the applied electric field, growth and retreat of non-$180^{\circ}$ domain boundaries wasere observed. The results indicate that ferroelectric polarization-switching nucleates and evolves in concordance with the pattern of the pre-existing domains.

• Steel and Composite Structures
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• 제49권3호
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• pp.281-291
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• 2023

Due to the fact that the nonlinear low-velocity impact response of graphene platelets reinforced metal foams (GPLRMF) doubly curved shells have not been investigated in the existing works, this paper aims to solve this issue. Using Reddy's high-order shear deformation theory (HSDT), the nonlinear governing equations of GPLRMF doubly curved shells are obtained by Euler-Lagrange method, discretized by Galerkin principle, and solved by the fourth-order Runge-Kutta method to obtain the impact force and central deflection. The nonlinear Hertz contact law is applied to determine the contact force. Finally, the impacts of graphene platelets (GPLs) distribution pattern, porosity distribution form, porosity coefficient, damping coefficient, impact parameters (radius and initial velocity), GPLs weight fraction, pre-stressing force and different shell types on the low-velocity impact curves are analyzed. It can be found that, among the four shell structures, the impact resistance of spherical shell is the best, while that of cylindrical shell is the worst.

• Structural Engineering and Mechanics
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• 제34권3호
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• pp.351-366
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• 2010

A novel system identification and structural health assessment procedure of steel framed structures with semi-rigid connections is presented in this paper. It is capable of detecting damages at the local element level under normal operating conditions; i.e., serviceability limit state. The procedure is a linear time-domain system identification technique in which the structure responses are required, whereas the dynamic excitation force is not required to identify the structural parameters. The procedure tracks changes in the stiffness properties of all the elements in a structure. It can identify damage-free and damaged structural elements very accurately when excited by different types of dynamic loadings. The method is elaborated with the help of several numerical examples. The results indicate that the proposed algorithm identified the structures correctly and detected the pre-imposed damages in the frames when excited by earthquake, impact, and harmonic loadings. The algorithm can potentially be used for structural health assessment and monitoring of existing structures with minimum disruption of operations. Since the procedure requires only a few time points of response information, it is expected to be economic and efficient.

• Wind and Structures
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• 제22권2호
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• pp.235-252
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• 2016

A wind velocity power spectrum (WVPS) with high fidelity is extremely important for accurate prediction of structural buffeting response. WVPS heavily depends on the geographical locations, local terrains and topographies. Hence, field measurement of wind characteristics may be the unique way to obtain the accurate WVPS for a specific region. In this paper, a systematic analysis and discussions of existing WVPSs were performed. Six recorded strong wind data from the structural health monitoring systems (SHMS) of Runyang Suspension Bridge (RSB) and Sutong Cable-stayed Bridge (SCB) in Jiangsu Province of China were selected for analysis. The measured and pre-processed wind velocity data was first transformed from time domain to frequency domain to obtain the measured spectrum. The spectrum for each strong wind was then fitted using the nonlinear least square method and compared with both the fitted spectrum from statistical analysis and the recommended spectrum in specifications. The modified Kaimal spectrum was proved to be the "best" choice for the coastal area of East Jiangsu Province. Finally, a suitable WVPS formula fit for the coastal area of East Jiangsu Province was presented based on the modified Kaimal spectrum. Results in this study provide a more accurate and reliable WVPS for wind-resistant design of engineering structures in the coastal area of East Jiangsu Province.

• 터널과지하공간
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• 제21권1호
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• pp.1-10
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• 2011

최근 광섬유를 이용한 센싱기술은 비약적으로 발전하여 수 km의 광역지역에서 수mm 이하의 미소영역에 대한 계측 및 다양한 물리, 화학적인 측정을 가능하게 하였다. 또한 첨단 기술에 관련된 실험 및 선박, 항공, 교량 등 실제 구조물의 응답을 측정하여 건전성을 평가하는 시도가 이루어지고 있다. 본고에서는 광섬유 센서의 계측기술 및 터널, 도로 등의 구조물에 응용된 사례를 고찰하였다. 또한 당사에서 개발한 터널의 선행변위 계측을 위한 분포형 광섬유센서 방식인 OTDR센서의 적용 사례를 연구 성과로 소개하였다. 터널의 선행변위 계측은 안정성 평가를 위한 필요 조건으로 터널 막장의 전방 지질조건을 이해하는데도 도움이 되며, 향후 OTDR센서에 의한 터널 선행변위 계측은 기존 계측방법을 대체할 수 있을 것으로 기대한다.

• 한국산림과학회지
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• 제76권2호
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• pp.145-160
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• 1987

1966년(年)부터 1986년(年)까지 시행(施行)한 산지사방시행지(山地砂防施行地)의 사방공작물(砂防工作物)에 대한 파양상태(破揚狀態) 및 복구(復舊)의 필요성(必要性)등을 조사평가하기 위하여 사방설계기준단비(砂防設計基準單費)의 발전과정(發展過程) 및 현장시공지(現場施工地)를 조사(調査)하고 또 현행 재해대책사방제도(災害對策砂防制度)등을 검토(檢討)하였다. 당초 시공(施工)한 사방공작물(砂防工作物)의 약 10~15%가 보수(補修)가 필요하였다. 현재(現在)의 치산정책제도(治山政策制度)에서는 산지사방공작물(山地砂防工作物)이 풍수해(風水害) 등으로 파손(破損)당해도 예산미확보관계(豫算未確保關係) 등으로 인하여 "실제로" 복구불능(復舊不能)하므로 정규적(正規的)인 보수사방제도(補修砂防制度)(국비해대책예산사전확보(國費害對策豫算事前確保))를 신설(新設)해야 될 것이며, 특(特)히 "재해대책사방(災害對策砂防)"인 경우에는 피해규모(被害規模)에 불구하고 국비보수사방(國費補修砂防)이 가능(可能)하도록 제도화(制度化)되어야 할 것이다. 이 연구결과(硏究結果)는 앞으로 우리나라에서의 치산정책방향설정(治山政策方向設定)에 귀중한 정책자료(政策資料)가 될 것이다.