• Title/Summary/Keyword: Bridge structure

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Reset of Measurement Control Criteria for Monitoring Data through the Analysis of Measured Data (계측데이터 분석을 통한 모니터링 데이터의 계측관리기준 재설정)

  • Chung, Chul-Hun;An, Ho-Hyun;Shin, Soo-Bong;Kim, Yu-Hee
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.18 no.6
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    • pp.105-113
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    • 2014
  • Most operating civil structures measure response data continuously by various types of sensors and evaluate their health conditions. Measurement control criteria for such civil structures are usually defined in the first operating stage by experts working at a construction or engineering company. However, a few studies have been carried to examine the adequacy of these measurement control criteria based on the actual measured data. The paper introduces a systematic way of resetting the measurement control criteria for the measured monitoring data based on the statistical aspects of the measured data. The proposed statistical approach has been examined with actually measured time-history data from a bridge structure.

A Study on the Conceptualization of Information Resources for Localities Based on the FRBRoo/CIDOC CRM (FRBRoo/CIDOC CRM 기반의 로컬리티 정보자원 구조화 연구)

  • Hyun, Moonsoo
    • Journal of the Korean BIBLIA Society for library and Information Science
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    • v.25 no.4
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    • pp.265-290
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    • 2014
  • The aim of the study is to examine the applicability of FRBRoo / CIDOC CRM to conceptualize information resources for localities. It attemps to establish the conceptual structure and the relationship of them and seeks ways to apply the model. For this purpose, almost 30 articles specially in localities research were analysed and categories of information resources for localities were identified. After examining conceptual model in cultural information management sectors (library, museum, archive), 6 case of conceptualization were attempted based on FRBRoo / CIDOC CRM. In conclusion, it presented that FRBRoo / CIDOC CRM could be applied to various type of information resources for localities and that it could be possible to represent information resources based on particular space(place, local) through the conceptualization.

Applicability Evaluation of Precast Deck to the Maglev Guideway System : Static Performance Test (프리캐스트 바닥판의 자기부상열차 가이드웨이 시스템 적용성 평가 : 정적 성능 실험)

  • Jin, Byeong-Moo;Kim, In-Gyu;Kim, Young-Jin;Lee, Yun-Seok;Ma, Hyang-Wook;Oh, Hyun-Chul
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.04a
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    • pp.985-988
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    • 2008
  • Maglev is a system that a train runs levitated above a rail. Therefore it is very important to maintain a constant levitation gap for achieving serviceability and ride comfort. This study is a cooperation research subject of the 3-1 subject, performance improvement of maglev track structures, of the Center for Urban Maglev Program in Korea, started in 2006. The aim of this study is development of rapid constructions of bridge superstructure for maglev. At present, precast deck is widely used because of its superiority to cast-in-place concrete on quality and the term of works. The research group suggested basic systems of maglev guideway with PSC-U type and trapezoidal open steel box type girder, and precast deck, cooperating with Korea Railroad Research Institute, the managing institute of the 3-1 subject. In this study, full-scale structure was fabricated for structural safety evaluation of precast decks and rail, and a static performance test of those structures was performed.

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Seismic performance evaluation of Pier-Shafts system with multi-layered soil (다양한 지반층을 갖는 Pier-Shafts 시스템의 내진성능평가)

  • Jang, Sung-Hwan;Nam, Sang-Hyeok;Song, Ha-Won;Kim, Byung-Chul
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.04a
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    • pp.69-72
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    • 2008
  • The so-called Pier-Shafts system which consists of the continuous column and shaft is often used to support the highway bridge structure because of advantages in easy construction and low cost. In the earthquake region, the Pier-Shafts system undergoes large displacements and represents a nonlinear behavior under the lateral seismic loading. The soil-pile interaction should be considered for more accurate analysis of the Pier-Shafts system. In this study, a transverse response of a reinforced concrete Pier-Shafts system inside multi-layered soil medium is predicted using a finite element program which adopts an elasto-plastic interface model for the interface behavior between the shaft and the soil. Then, seismic analysis is performed to evaluate the performance of Pier-Shafts system under strong ground motion and their results are verified with experimental data.

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Estimation of Initial Tensile Force Acting on Tendon using the Deformation of a Multi-tendon Anchor Head (멀티 텐던 앵커헤드의 변형을 이용한 텐던의 초기 긴장력 추정)

  • Park, Jang Ho;Cho, Jeong-Rae;Park, Jaegyun
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.27 no.6
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    • pp.581-588
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    • 2014
  • The PSC bridges have recently been widely used in Korea. The PSC bridge is a structure whose performance is improved through the use of tendons and steel bars in deflection and cracking characteristics of the concrete. Therefore, measurement or estimation of the load acting on tendon is important in order to maintain the PSC bridges efficiently and safely. This paper deals with a numerical study on the deformation of a multi-tendon anchor head in order to verify the relationship between the load acting on tendon and the deformation of anchor head. All kinematics, material properties and contact nonlinearity are included for the precise analysis and numerical studies are performed by Abaqus. From the numerical results, it is verified that the hoop strain is most useful in the estimation of the load acting on tendon and strains are affected by various parameters such as friction coefficient, boundary conditions, and arrangement.

Effect of Near- and Far-Fault Earthquakes for Seismic Fragility Curves of PSC Box Girder Bridges (PSC 상자형교의 지진취약도 곡선에 대한 근거리 및 원거리 지진의 영향)

  • Jin, He-Shou;Song, Jong-Keol
    • Journal of the Earthquake Engineering Society of Korea
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    • v.14 no.5
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    • pp.53-64
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    • 2010
  • Seismic fragility curves of structures represent the probability of exceeding the prescribed structural damage state for a given various levels of ground motion intensity, such as peak ground acceleration (PGA). This means that seismic fragility curves are essential to the evaluation of structural seismic performance and assessments of risk. Most of existing studies have not considered the near- and far-fault earthquake effect on the seismic fragility curves. In order to evaluate the effect of near- and far-fault earthquakes, seismic fragility curves for PSC box girder bridges subjected to near- and far-fault earthquakes are calculated and compared. The seismic fragility curves are strongly dependent on the earthquake characteristics such as fault distance. This paper suggests that the effect of near- and far-fault earthquakes on seismic fragility curves of PSC box girder bridge structure should be considered.

Synthesis and Characterization of Molybdenum (V)-1, 6-Diaminohexane-N, N, N', N'-tetraacetic Acid Derivatives Complexes (몰리브덴 (V) 와 1, 6-Diaminohexane-N, N, N', N'-tetraacetic Acid 계 착물합성과 그 성질)

  • Sang Oh Oh;Sig Young Choi
    • Journal of the Korean Chemical Society
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    • v.33 no.1
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    • pp.90-96
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    • 1989
  • A new series of $dioxo-di-{\mu}-oxo-dimolybdate(V)(*image)$, has been prepared by the reaction of pyridinum oxoisothiocyanato-molybdate(V) with 1, 6-diaminohexane-N, N, N', N'-tetraacetic acid derivatives containing amine carboxyl groups. The properties and possible molecular structure of these complexes were discussed by elemental analysis, spectroscopic studies and magnetic susceptibility measurements. The infrared spectra of these complexes show two strong Mo=$O_t$ stretching modes in the $900-965cm^{-1}$, MoO$_2$Mo stretching bands at around 450∼500 and $740-765 cm^{-1}$ to symmetrical and asymmetrical O-bridge stretching, a coordinated $COO^-$ asymmetrical band in the $1600-1635 cm^{-1}$. The complexes synthesized were yellow or orange and diamagnetic.

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Synthesis and Characterization of Molybdenum(V)-Iminodiaceticacid Derivatives Complexes (몰리브덴(V)와 이미노디아세틱액시드계 착물 합성과 그 성질)

  • Sang-Oh Oh;Sik-Young Choi
    • Journal of the Korean Chemical Society
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    • v.31 no.6
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    • pp.520-526
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    • 1987
  • A new series of $dioxo-di-\mu-oxo-dimolybdate(V)$, has been prepared by reaction of pyridinum oxoisothiocyantomolybdate (V) with iminodiacetic acid derivatives containing amine carboxyl groups. The properties and possible molecular structure of these complexes were discussed by elemental analysis, spectroscopic studies and magnetic susceptibility measurements. The infrared spectra of these complexes all show two strong $Mo=O_t$ stretching bands in the 900∼$980cm^{-1}$, $MoO_2Mo$ very prominent strectching bands at around 410~425 and 735~$750cm^{-1}$ to symmetrical and asymmetrical O-bridge stretching, a coordinated $coo^-$ asymmetrical band in the 1585∼$1,640cm^{-1}$. Also, d-d transition of molybdenyl complexes corresponding to $^2B_2{\to}^2B_1$ occured in the 24,800~$28,000cm^{-1}$ region, charge transfer transition corresponding to ligand-to-molybdenum in the 32,500~33,800, 42,000~$47,500cm^{-1}$ region. The complexes synthesized were yellow or orange and diamagnetic.

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Magnetism during adsorption of oxygen in Pt segregated $Pt_3Ni$ (111): Density Functional Study

  • Kumar, Sharma Bharat;Kwon, O-Ryong;Odkhuu, Dorj;Hong, Soon-Cheol
    • Proceedings of the Korean Magnestics Society Conference
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    • 2011.12a
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    • pp.14-14
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    • 2011
  • Limited understanding of the surface properties of $Pt_3Ni$ for the oxygen reduction reaction (ORR) in polymer electrolyte membrane fuel cell (PEMFC) has motivated the study of magnetic properties and electronic structures of Pt segregated $Pt_3Ni$ (111) surface during adsorption of oxygen molecule on it. The first principle method based on density functional theory (DFT) is carried out. Nonmagnetic Pt has induced magnetic moment due to strong hybridization between Ni 3d and Pt 5d. It is found that an oxygen molecule prefers bridge site with Pt rich subsurface environment for adsorption on the surface of Pt segregated $Pt_3Ni$ (111). It is seen that there is very small charge transfer from $O_2$ to Pt. The curve of energy versus magnetic moment of the oxygen explains the magnetic moments in transition states. We found the dissociation barrier of 1.07eV significantly higher than dissociation barrier 0.77eV on Pt (111) suggesting that the dissociation is more difficult on Pt segregated $Pt_3Ni$ (111) surface. The spin polarized densities of states are presented in order to understand electronic structures of Pt and $O_2$ during the adsorption in detail.

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Governance-Based Measures to Solve the Conflicts in Pyeongtaek-Dangjin Port (평택당진항의 갈등 원인과 거버넌스 접근을 통한 해결방안)

  • Lee, Dong-Hyon
    • Journal of Korea Port Economic Association
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    • v.29 no.3
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    • pp.135-158
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    • 2013
  • There have been many conflicts in Pyeongtaek-Dangjin Port among central government, metropolitan council, and cities over the jurisdiction of reclaimed port area, an international passenger terminal construction and a bridge between the port and Dangjin area. This study found out two causes for the conflicts in terms of governance. First, the current governance structure of Pyeongtaek-Dangjin port has high levels of conflict and disputes among stakeholder. Second, there is no leading agency which is responsible for the future development of the port. It is very important to decrease the possibility of conflict and to establish leading agency. Measures to decrease the likelihood of conflict include establishment of conflict resolution mechanism, the clarification of the facts and applicable law, mutual exchanges between stakeholder. Measures to establish a leading agency include the introduction of a single governance, establishment of Pyeongtaek-Dangjin Port Authority, central-local combined governance, and empowering PA to do all port management.