• Steel and Composite Structures
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• 제43권3호
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• pp.341-351
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• 2022

This paper presents an inelastic buckling behavior analysis of rectangular hollow steel tubes with geometrical imperfections under elevated temperatures. The main variables are the temperature loads, slenderness ratios, and exposure conditions at high temperatures. The material and structural properties of steels at different temperatures are based on Eurocode (EN 1993-1-2, 2005). In the elastic buckling analysis, the buckling strength decreases linearly with the exposure conditions, whereas the inelastic buckling analysis shows that the buckling strength decreases in clusters based on the exposure conditions of strong and weak axes. The buckling shape of the rectangular steel column in the elastic buckling mode, which depicts geometrical imperfection, shows a shift in the position at which bending buckling occurs when the lower section of the member is exposed to high temperatures. Furthermore, lateral torsional buckling occurs owing to cross-section deformation when the strong axial plane of the model is exposed to high temperatures. The elastic buckling analysis indicates a conservative value when the model is exposed to a relatively low temperature, whereas the inelastic buckling analysis indicates a conservative value at a certain temperature or higher. The comparative results between the inelastic buckling analysis and Eurocode 3 show that a range exists in which the buckling strength in the design equation result is overestimated at elevated temperatures, and the shapes of the buckling curves are different.

• Earthquakes and Structures
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• 제14권4호
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• pp.337-347
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• 2018

This paper presents some shaking table tests conducted on a 1/4-scaled model with 5-story steel reinforced concrete (SRC) spatial frame with irregular section columns under a series of base excitations with gradually increasing acceleration peaks. The test frame was subjected to a sequence of seismic simulation tests including 10 white noise vibrations and 51 seismic simulations. Each seismic simulation was associated with a different level of seismic disaster. Dynamic characteristic, strain response, acceleration response, displacement response, base shear and hysteretic behavior were analyzed. The test results demonstrate that at the end of the loading process, the failure mechanism of SRC frame with irregular section columns is the beam-hinged failure mechanism, which satisfies the seismic code of "strong column-weak beam". With the increase of acceleration peaks, accumulated damage of the frame increases gradually, which induces that the intrinsic frequency decreases whereas the damping ratio increases, and the peaks of acceleration and displacement occur later. During the loading process, torsion deformation appears and the base shear grows fast firstly and then slowly. The hysteretic curves are symmetric and plump, which shows a good capacity of energy dissipation. In summary, SRC frame with irregular section columns can satisfy the seismic requirements of "no collapse under seldom earthquake", which indicates that this structural system is suitable for the construction in the high seismic intensity zone.

• 전기전자학회논문지
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• 제7권2호
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• pp.245-252
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• 2003

디지털 보정 기능을 갖는 CMOS 압력 센서의 인터페이스 회로를 설계하였다. 인터페이스 회로는 아날로그 부분과 디지털 부분으로 구성되어 있다. 아날로그 부분은 센서로부터 발생한 약한 신호를 증폭시키는 역할을 담당하고 디지털 부분은 온도 보상 및 오프셋 보정 기능을 담당하며 센서 칩과 보정을 조정하는 마이크로컨트롤러와의 통신을 담당한다. 디지털 부분은 I2C 직렬 인터페이스, 메모리, 트리밍 레지스터 및 제어기로 구성된다. I2C 직렬 인터페이스는 IO 핀 수 및 실리콘 면적 면에서 실리콘 마이크로 센서의 요구에 맞게 최적화 되었다. 이 설계의 주요 부분은 최적화된 I2C 프로토콜을 구현하는 제어 회로를 설계하는 것이다. 설계된 칩은 IDEC의 MPW를 통하여 제작되었다. 칩의 테스트를 위하여 테스트 보드를 제작하였으며 테스트 결과 예상한대로 디지털 보정기능이 잘 수행됨을 확인하였다.

• Wind and Structures
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• 제34권4호
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• pp.355-369
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• 2022

Section model test, as the most commonly used method to evaluate the aerostatic and aeroelastic performances of long-span bridges, may be carried out under different conditions of incoming wind speed, geometric scale and wind tunnel facilities, which may lead to potential Reynolds number (Re) effect, model scaling effect and wind tunnel scale effect, respectively. The Re effect and scale effect on aerostatic force coefficients and aeroelastic characteristics of streamlined bridge decks were investigated via 1:100 and 1:60 scale section model tests. The influence of auxiliary facilities was further investigated by comparative tests between a bare deck section and the deck section with auxiliary facilities. The force measurement results over a Re region from about 1×10⁵ to 4×10⁵ indicate that the drag coefficients of both deck sections show obvious Re effect, while the pitching moment coefficients have weak Re dependence. The lift coefficients of the smaller scale models have more significant Re effect. Comparative tests of different scale models under the same Re number indicate that the static force coefficients have obvious scale effect, which is even more prominent than the Re effect. Additionally, the scale effect induced by lower model length to wind tunnel height ratio may produce static force coefficients with smaller absolute values, which may be less conservative for structural design. The results with respect to flutter stability indicate that the aerodynamic-damping-related flutter derivatives 𝘈^*₂ and 𝐴^*₁𝐻^*₃ have opposite scale effect, which makes the overall scale effect on critical flutter wind speed greatly weakened. The most significant scale effect on critical flutter wind speed occurs at +3° wind angle of attack, which makes the small-scale section models give conservative predictions.

• 한국강구조학회 논문집
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• 제23권3호
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• pp.295-304
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• 2011

국내외적으로 강구조 약축접합부의 접합방법으로는 브라켓타입이 주로 사용되고 있다. 브라켓타입의 약축접합부는 기둥-보접합부를 공장에서 제작한 후, 현장에 운반하여 시공하므로 보이음부가 추가된다. 따라서 보이음부의 설치비용 및 공사기간이 증가되므로 강구조물의 경쟁력이 저하된다. 본 연구에서는 기존의 표준약축접합부를 개선하여 힘의 흐름이 명확하고, 접합상세가 간결하며, 시공성을 향상시킨 신형상 약축접합부를 제안하였다. 실험결과를 통하여 신형상 약축접합부는 기존의 표준약축접합부보다 최대내력이 크게 나타났으며, 또한 연성적으로 거동하는 것으로 나타났다. 여기서 기존의 표준약축접합부는 스칼럽 또는 보이음용접부에서 응력집중으로 인하여 파괴되는 반면에, 신형상 약축접합부는 응력이 집중되는 스칼럽 및 보이음용접부가 없으며, 또한 H형강기둥과 보를 결합하기 위한 용접플레이트의 두께를 자유롭게 조절할 수 있으므로 이러한 차이가 기둥-보접합부의 최대내력 증가 및 연성적 거동에 기여하는 것으로 판단된다.

• 대한본초학회지
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• 제22권1호
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• pp.71-79
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• 2007

Objectives : This study was designed to establish a characteristic discrimination of internal and external morphological standard of original plants and herbal states in Polygoni Multiflori and Cynanchi Wilfordii Radix. Methods : In this studies, the external-internal morphological standards were determined by using stereoscope and butanol series. Results: 1. The external characteristics of original plants: Polygonum Multiflorum has alternate leaves, and its flower with white color blooms at the shoot apex or leaf axil. In the other hand, Cynanchum wilfordii has opposite leaves, and its flower with yellowish green color blooms at the leaf axil. 2. The physical characteristics of herbal slates: Polygoni Multiflori Radix is red-brown in outer surface pink-brown in section. In the other hand, Cynanchi Wilfordii Radix is earthly-brown in outer surface greyish white in section. 3. The physical characteristics according to the place of production: Demonstrable difference according to the place of production is not seen. Polygoni Multiflori Radix is brown or dark brown in outer surface, soft $Yellow{\sim}dark$ brown in section. In the other hand, Cynanchi Wilfordii Radix is white in outer surface, $white{\sim}weak$ red in section, and has power type. 4. The internal characteristics: Polygonum multiflorum has hetero-vascular bundle and lignification of cork layer is progressive. In the other hand, Cynanchum wilfordii has not hetero-vascular bundle, and lignification of cork layer is weak. Conclusion: In the future, many fundamental study such as how to discriminate between Polygoni Multiflori Radix and Cynanchi Wilfordii Radix in origin and efficacy will be necessary. Also the standard of discrimination must be specific and distinct in that several kinds of fo-ti has been traded. It is considered the results of this study will be furnish κ I the basis Lo succeeding studies and it is needed to extensive comparative study for the same genus-degree of relatedness.

• 한국강구조학회 논문집
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• 제27권6호
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• pp.513-523
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• 2015

H형강 철골 모멘트 골조에서는 기둥의 강축 방향 용접 모멘트접합부를 활용하는 것이 구조적으로 가장 이상적이다. 하지만, 모멘트 골조가 직교하는 경우, 기둥의 약축 방향으로도 용접 모멘트접합부를 사용해야 한다. 국내에서는 특히 강축 및 약축 방향 모두를 용접 모멘트접합부를 자주 사용하는 관행이 있다. 대표적인 연성내진상세인 RBS(reduced beam section, 보단면감소)접합부의 경우 국내외적으로 강축접합 위주로 실험연구가 진행되어 약축 RBS 용접모멘트접합부에 대한 실험자료가 매우 희소하다. 본 연구에서는 RBS를 도입한 약축 용접 모멘트접합부의 내진성능을 실험적으로 고찰하였다. Gilton-Uang (2002)의 선행연구를 참고하여 보 플랜지는 연속판과 맞댐용접하고 웨브는 전단이음판과 C-형 필릿용접부로 설계하여 실험을 수행하였다. 보에 사용된 강재가 내진용 강재가 아닌 일반 SS400 강재임에도 불구하고 3% 이상의 소성회전각을 발휘하였다. 제한된 결과이긴 하지만, 전단이음판과 보 웨브 사이의 C-형 필릿용접부 설계에서 보 웨브에 작용하는 휨모멘트와 전단력의 편심의 영향을 구체적으로 고찰할 필요가 있는 것으로 판단된다. 본 실험결과를 토대로 전단이음판 부근의 보 웨브 파단을 방지할 수 있는 C-형 필릿용접 형상 및 설계방안을 제안하였다. 보 플랜지와 연속판의 완전용입 용접부는 맞댄이음(butt joint) 형식이 되어 국부좌굴에 취약하고 이로 인해 피로파괴가 발생하는 경향이 있으므로 용접작업에 지장이 없는 범위에서 용접접근공(스켈럽)의 크기를 최소화할 필요가 있다. RBS형상, 스틱아웃, 트림, 연속판 두께 증가 등과 같이 이미 검증된 약축 모멘트 용접접합부의 내진상세들은 따르는 것이 바람직하다.

• 한국초전도ㆍ저온공학회논문지
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• 제8권1호
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• pp.9-14
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• 2006

Sample preparation plays a critical role in microstructure analysis using TEM. Although TEM specimen has been usually prepared by jet-polishing or Ar-ion beam milling technique. these methods could not be applied to YBCO CC which is composed of IBAD or RABiTS substrates, several buffet layers, and YBCO superconducting layer because of big difference in mechanical strengths between the metallic phase and oxide phases. To obtain useful cross-sectional information such as interface between the phases or second phases in YBCO CC, it is prerequisite to secure the large area of thin section in the cross-sectional direction. The superconducting layer or the buffer layers are relatively weak and fragile compared to the metallic substrate such as Ni-5wt%W RABiTS of Hastelloy-based IBAD, and preferential removal of weak ceramic phases during polishing steps makes specimen preparation almost impossible. Tripod polisher and small jig were home-made and employed to sample preparation. The polishing angle was maintained <$1^{\circ}$ throughout the polishing steps using 2 micrometers attached to the tripod plate. TEM specimens with large and thin area could be secured and used for RABiTS/IBAD substrate analyses. In some cases, additional Ar-beam ion milling with low beam current and impinging angle was used for less than 30 sec. to remove debris or polishing media attacked to the specimens.

• 한국광학회지
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• 제17권6호
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• pp.548-555
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• 2006

양 단면 반사율과 단면 회절격자 위상, 위상 조정 영역의 위상이 두 개의 DFB 영역과, 가운데 위상 조정 영역을 가진 다중 영역 Index-Coupled DFB 레이저의 Self-Pulsation동작 특성에 미치는 영향을 수율 관점에서 살펴보았다. 결합세기가 작을수록 양 단면 반사율이 증가할 때 양 단면과 다른 DFB 영역에서 반사되는 필드가 모드의 특성에 미치는 영향이 커져 양 단면 회절격자 위상 변화에 따른 발진 모드의 호핑이 많이 발생하고 수율이 감소한다. 결합세기가 클수록 양 단면 반사율이 증가하여도 양 단면과 다른 DFB 영역에서 반사되는 필드가 모드의 특성에 미치는 영향이 작아 양 단면 회절격자 위상 변화에 따른 모드의 호핑은 적게 발생하나 Spatial Hole Burning 효과가 증가하여 수율이 감소하는 것을 볼 수 있었다. 결합세기에 상관없이 단면 반사율이 증가할수록 최대 수율과 수율이 40% 이상 되는 위상 조정 영역의 위상 범위가 감소함을 볼 수 있었다. 또한 결합세기가 클수록 위상 조정 영역의 위상 변화에 따른 수율의 변화가 커지고 단면 반사율의 변화에 따른 최대 수율을 주는 위상 조정 영역의 위상 값의 변화가 작음을 볼 수 있었다. 결합세기가 2와 3일 경우가 1.2와 4인 경우에 비하여 수율 특성이 좋음을 볼 수 있었다.

• Structural Engineering and Mechanics
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• 제57권3호
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• pp.507-528
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• 2016

Reduced beam section (RBS) moment resisting connections are among the most economical and practical rigid steel connections developed in the aftermath of the 1994 Northridge and the 1995 Kobe earthquakes. Although the performance of RBS connection has been widely studied, this connection has not been subject to in the skewed conditions. In this study, the seismic performance of dogbone connection was investigated at different angles. The Commercial ABAQUS software was used to simulate the samples. The numerical results are first compared with experimental results to verify the accuracy. Nonlinear static analysis with von Mises yield criterion materials and the finite elements method were used to analyze the behavior of the samples The selected Hardening Strain of materials at cyclic loading and monotonic loading were kinematics and isotropic respectively The results show that in addition to reverse twisting of columns, change in beam angle relative to the central axis of the column has little impact on hysteresis response of samples. Any increase in the angle, leads to increased non-elastic resistance. As for Weak panel zone, with increase of the angle between the beam and the column, the initial submission will take place at a later time and at a larger rotation angle in the panel zone and this represents reduced amount of perpendicular force exerted on the column flange. In balanced and strong panel zones, with increase in the angle between the beam and the central axis of the column, the reduced beam section (RBS), reaches the failure limit faster and at a lower rotation angle. In connection of skewed beam, balanced panel zone, due to its good performance in disposition of plasticity process away from connection points and high energy absorption, is the best choice for panel zone. The ratio of maximum moment developed on the column was found to be within 0.84 to 1 plastic anchor point, which shows prevention of brittle fracture in connections.