• Earthquakes and Structures
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• 제15권4호
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• pp.419-429
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• 2018

The seismic vulnerability analysis of multi-span bridges can be based on the response of the piers, provided that deck, bearings and foundations remain elastic. The lateral response of an RC bridge pier can be affected by different mechanisms (i.e., flexure, shear, lap-splice or buckling of the longitudinal reinforcement bars, second order effects). In the literature, simplified formulations are available for mechanisms different from the flexure. On the other hand, the flexural response is usually calculated with a numerically-based Moment-Curvature diagram of the base section and equivalent plastic hinge length. The goal of this paper is to propose a simplified analytical solution to obtain the Moment-Curvature relationship for hollow circular RC sections. This based on calibrated polynomials, fitted against a database comprising 720 numerical Moment-Curvature analyses. The section capacity curve is defined through the position of 6 characteristic points and they are based on four input parameters: void ratio of the hollow section, axial force ratio, longitudinal reinforcement ratio, transversal reinforcement ratio. A case study RC bridge pier is assessed with the proposed solution and the results are compared to a refined numerical FEM analysis, showing good match.

• Steel and Composite Structures
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• 제49권5호
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• pp.473-486
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• 2023

A through-railway bridge with an inclined girder has recently been applied to optimize the cross-section of a slender bridge structure in railway bridges. To achieve the additional cross-section optimization effect by the bolted end-plate connection, it is necessary to investigate the application of the bolted end-plate tension connection between the inclined girder and the crossbeam. This basic study was conducted on the application of the bolted end-plate moment connection of crossbeams to half-through girders with inclined webs. The combined behavior of vertical deflection and rotational behavior was observed due to the effect of the web inclination in the inclined girder where the steel crossbeam was connected to the girder by the bolted end-plate moment connection. Therefore, in the experiment, the deflection of the inclined girder was 1.77-2.93 times greater than that of the vertical girder but the lateral deflection of the inclined girder was 0.4 times less than that of the vertical girder. Moreover, the tensile stress of the upper bolts in the inclined girder with low crossbeams was clearly 0.81 times lower than that of the vertical girder. According to the results, the design formula for vertical girders does not reflect the influence of the web inclination. Therefore, this study proposed the design procedures for the inclined girder to apply the bolted end-plate moment connection of the crossbeam to the inclined girder by reflecting the design change factors according to the effect of the web inclination.

• 전자공학회논문지
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• 제50권12호
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• pp.56-62
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• 2013

우리는 MOSFET Layout 단계에서 Multiplier 구성을 통한 Common centroid layout 방식을 사용한 무선 전력 전송 용 CMOS 정류회로를 제안한다. 제안하는 정류회로는 기존의 다이오드를 사용하지 않은 Cross-coupled MOSFET 정류회로로 13.56 MHz에서 동작한다. 전력 소모를 최소화하고, 높은 주파수까지 동작하기 위하여 Full bridge 정류회로에서 효율을 높이기 위한 비교기를 제거하였다. Layout 단계에서 Multiplier 구성을 통한 Common centroid layout 방식은 Chip-layout 상에서 MOSFER의 Finger에 의해 길어진 연결 선로에 존재하는 기생 직렬 저항과 병렬 Capacitor에 의해 발생하는 시간 지연을 줄이기 위해 고안되어, 천이 시간을 줄여 Cross-coupled 구조의 On-상태에서 Off-상태, 혹은 그 반대의 상태 변화를 빠르게 한다. 이는 빠른 상태 변화 시간으로 인해 전력 변환 효율을 증가시킨다. 본 정류회로는 $0.11{\mu}m$ CMOS 공정으로 제작되었으며, 전력 변환 효율은 최대 86.4%로 측정되었으며, 600 MHz 이상까지 높은 전력 변환 효율을 가지며, 이는 현재 발표된 것 중, Cross-coupled 구성을 기반으로 한 정류회로 중 가장 높은 성능을 가진다.

• 동력기계공학회지
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• 제7권2호
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• pp.36-43
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• 2003

In this paper, the strain-gauge type accelerometer is developed. This type of accelerometer has simple structure and cost for manufacturing is cheap, compared with other types of accelerometer such as piezoelectric, capacitance and servo, etc. Also it is very sensitive to the low frequency vibration which is the prominent characteristics of the vibration occurring by vehicles moving across a bridge. Two prototype accelerometers are designed and manufactured based upon the FE(Finite Element) method and static and dynamic calibration tests are performed to check out the linearity, sensitivity and cross sensitivity, etc. Experimental results designate that the proposed accelerometer show reasonable performances compared to the commercial one.

• Wind and Structures
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• 제4권1호
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• pp.45-62
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• 2001

This paper is focused on the torsional effects that are induced on bridge piers by unbalanced wind buffeting on the deck during double cantilever erection stages. The case of decks with variable cross section is considered in particular as this characteristic is typical of most frame bridges that are built by the cantilever method. The procedure outlined in the paper is basically an application of the method that Dyrbye and Hansen (1996) have illustrated for decks with constant cross section. This format was chosen because it is suitable for design purposes and may easily be implemented in structural codes. As a complement, the correspondence with the format that is adopted in the Canadian code (NBCC 1990) for the gust factor is established, which might be useful to bridge designers used to the North-American approach to the gust effects on structures. Only alongwind turbulence and horizontal movements of the deck are considered. The combination of torsional and bending effects is also discussed and it is illustrated with an example of application.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2009년도 춘계 학술대회 제21권1호
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• pp.131-132
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• 2009

본 논고는 2008년 전라북도에서 발주된 계곡${\sim}$신덕간 국지도 확 포장공사 대안설계중 하천 병행 및 횡단교량의 친환경 건설계획을 위한 최적 교량형식 및 시공공법 선정의 설계과정을 소개하는데 그 목적을 두었다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2010년도 춘계 학술대회 제22권1호
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• pp.451-452
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• 2010

PSC I 거더교는 시공성, 경제성, 사용성, 안전성 등 모든 면에서 성능이 매우 우수하여 지금까지 가장 많이 건설되어 온 교량형식이다. 그러나, 국내의 경우에는 표준거더의 형고가 높게 설계되어 장지간화에는 제한적이었다. 따라서, 본 논문에서는 가로보 정착구조를 적용하고 다단계 인장기술을 이용한 연속화 PSC거더의 기술을 개발하는데 그 목적을 두었다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2005년도 봄학술 발표회 논문집(I)
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• pp.335-338
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• 2005

This study was performed to verify that the impact vibration test on the damaged concrete pier can be adopted for assessment of the bridge substructure integrity. Using the experimental modal analysis, the dynamic property changes of the concrete pier are investigated according to the damage levels which are modeled by the loss of cross section area of the pier body. As a result of the impact vibration test, it is found that the natural frequency of the bridge substructure is reduced due to the damage on the pier such as loss of cross section area, and the natural frequency can be used for assessment of the integrity index.

• Steel and Composite Structures
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• 제10권3호
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• pp.223-243
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• 2010

This paper reports recent developments concerning the application of Generalised Beam Theory (GBT) to the structural analysis of steel-concrete composite bridges. The potential of GBT-based semi-analytical or finite element-based analyses in this field is illustrated/demonstrated by showing that both accurate and computationally efficient solutions may be achieved for a wide range of structural problems, namely those associated with the bridge (i) linear (first-order) static, (ii) vibration and (iii) lateral-torsional-distortional buckling behaviours. Several illustrative examples are presented, which concern bridges with two distinct cross-sections: (i) twin box girder and (ii) twin I-girder. Allowance is also made for the presence of discrete box diaphragms and both shear lag and shear connection flexibility effects.

• Structural Engineering and Mechanics
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• 제73권2호
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• pp.133-141
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• 2020

This paper presents the applicability of series tuned mass dampers (STMDs) to reduce the multiple resonant responses of continuous railway bridges under high-speed train. The bridge is modeled by two-span Bernoulli-Euler beam with uniform cross-section, and a STMD device consisting of two TMD units installed on the bridge to reduce its multiple resonant vibrations. The system is assumed to be under the action of a high-speed train passage which is modeled as a series of moving forces. Sequential Programming Technique (SQP) is carried out to find the optimal parameters of the STMD that minimizes the maximum peak responses of the bridge. Comparisons with the results available in the literature are presented to demonstrate the effectiveness and robustness of STMD system in reducing the multiple resonant responses of the continuous railway bridges under high-speed trains.