• 제목/요약/키워드: New Madrid

검색결과 46건 처리시간 0.028초

New Madrid 지진대의 다경간 PSC 교량의 지진거동 (Seismic Response of Multiple Span Prestressed Concrete Girder Bridges in the New Madrid Seismic Zone)

  • 최은수;김학수;김광일;조병완
    • 한국지진공학회논문집
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    • 제10권5호
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    • pp.11-23
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    • 2006
  • 본 연구는 미중부지역의 New Madrid 지역에서 일반적으로 존재하는 다경간 PSC 교량의 지진거동을 평가하였다. 지진 해석은 비선형 교량모델과 인공지진파를 사용하여 수행하였으며, 인공지진파는 50년 동안 발생확률이 10%와 2%의 두 가지 수준을 사용하였다. 10%의 지진파에 대해서는 해석교량은 양호한 응답을 보였으나, 2%의 지진파에 대해서는 비선형 거동을 보이면 응답이 좋지 않았다. 바닥판사이의 충돌로 인하여 기둥의 요구량이 증가하였으며 교량받침의 파손이 발생하였다. 또한 PSC 거더를 연속화하면 매우 만족한 응답의 개선효과가 있었으며, 이러한 연속화는 유지보수의 절감 및 사하중에 의한 모멘트의 감소를 위해서 일반적으로 행해지는 것이다.

On the steel cost of circular flat-bottomed silos designed using the Eurocodes

  • Gonzalez-Montellano, Carlos;Ramirez, Alvaro;Gallego, Eutiquio;Ayuga, Francisco
    • Structural Engineering and Mechanics
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    • 제33권5호
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    • pp.561-572
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    • 2009
  • Nowadays, Eurocodes have become the reference standards for silo design within the European Union. They include new procedures for load assessment and structural verifications aiming to design safer silos. However, many silo manufacturers are still reluctant to use them (or at least all their prescriptions) because of the loss of competitiveness they are experiencing in comparison with former standards. This paper shows how steel cost of flat-bottomed circular silos varies when different silo geometries and stored materials are considered. The influence of critical structural verifications on steel costs, such as buckling of the silo wall, were also analyzed and some conclusions and practical recommendations for silo designers were proposed.

ADVANCES IN DESIGN AND RESIDUAL LIFE CALCULATION WITH REGARD TO REBAR CORROSION OF REINFORCED CONCRETE

  • C. Andrade;D. Izquierdo;J. Rodriguez;L Ortega
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2005년도 봄학술 발표회 논문집(I)
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    • pp.15-30
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    • 2005
  • The increasing amount of structures presenting distress due to reinforcement corrosion is urging the establishment of more accurate calculation methods for the service life of concrete structures. In the present paper, a summary of the different approaches is presented that are able to calculate the expected life of new structures, in certain aggressive environments or the residual life of already corroding structures. The methods for the initiation period are based on the proper calculation of the carbonation front or chloride penetration and on the steel corrosion rate. The methods for the residual load-bearing capacity calculations are based in the use of ' indicators ' or in the evaluation of the reduced section and a structural recalculation.

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Flexible Service Composition Based on Bundle Communication in OSGi

  • Alcarria, Ramon;Robles, Tomas;Morales, Augusto;Gonzalez-Miranda, Sergio
    • KSII Transactions on Internet and Information Systems (TIIS)
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    • 제6권1호
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    • pp.116-130
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    • 2012
  • Service provision and consumption platforms are more and more used to enable communication between sensors, actuators and intelligent devices, since they provide mechanisms that make possible the combination of components to create composed services. However, these kinds of platforms have limitations to adapt themselves to new and unknown devices. In this work we analyze the challenge of component or bundle communication by using the Open Services Gateway Initiative (OSGi) technology and we propose three mechanisms with the aim of contributing to flexible component communication: Common Service, Specific Service and WSIF Web Service Invocation. We provide these solutions with some architectural models and validate them through different example services. Finally we compare them regarding performance, flexibility and application complexity.

Analysis of MBLOCA and LBLOCA success criteria in VVER-1000/V320 reactors: New proposals for PSA Level 1

  • Elena Redondo-Valero;Cesar Queral;Kevin Fernandez-Cosials;Victor Hugo Sanchez-Espinoza
    • Nuclear Engineering and Technology
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    • 제55권2호
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    • pp.623-639
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    • 2023
  • The specific configuration of the safety systems in VVER-1000/V320 reactors allows a comprehensive study of the Loss of Coolant Accident (LOCA). In the present paper, a verification of the success criteria of the event trees headers for the medium and large break LOCA sequences is conducted. A detailed TRACEV5P5 thermal-hydraulic model of the reactor has been developed, including all safety systems. When analyzing the results of all sequences, some conservatism is observed in certain specific configurations as the success criterion of some headers is not consistent with the classic PSA level 1. Therefore, new proposals for the LOCA event trees are performed based on a reconfiguration of LOCA break ranges and the use of the expanded event trees approach.

Combining smart materials for enhancing intelligent systems: initial studies, success cases and research trends

  • Diaz Lantada, A.;Lafont Morgado, P.;Munoz-Guijosa, J.M.;Munoz Sanz, J.L.;Echavarri Otero, J.;Chacon Tanarro, E.;De la Guerra Ochoa, E.
    • Smart Structures and Systems
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    • 제14권4호
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    • pp.517-539
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    • 2014
  • The combined use of smart materials, complementing each others' characteristics and resulting in devices with optimised features, is providing new solutions in many industries. The use of ingenious combinations of smart materials has led to improvements in actuation speed and force, signal-to-noise ratio, sensor precision and unique capabilities such as self-sensing self-healing systems and energy autonomy. This may all give rise to a revival for numerous families of smart materials, for which application proposals had already reached a stationary situation. It may also provide the boost needed for the definitive industrial success of many others. This study focuses on reviewing the proposals, preliminary studies and success cases related to combining smart materials to obtain multifunctional, improved systems. It also examines the most outstanding applications and fields for the combined use of these smart materials. We will also discuss related study areas which warrant further research for the development of novel approaches for demanding applications.

On the use of time-dependent success criteria within risk-informed analyses. Application to LONF-ATWS sequences in PWR reactors

  • Jorge Sanchez-Torrijos;Cesar Queral;Carlos Paris;Maria Jose Rebollo;Miguel Sanchez-Perea;Jose Maria Posada
    • Nuclear Engineering and Technology
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    • 제54권12호
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    • pp.4601-4619
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    • 2022
  • The classical Probabilistic Safety Analysis (PSA) does not include any time dependence explicitly. However, the success criteria (SC) could evolve during the cycle for some initiating events. In that sense, there is a type of sequence in which this time-dependency is quite important, the family of Anticipated Transient without Scram (ATWS) sequences in Pressurized Water Reactors. Therefore, a new risk-informed approach is proposed in this paper, which makes it possible to obtain the time-dependent SC evolution of the safety functions affected by the Moderator Temperature Coefficient (MTC) value. Then, the evolution of the ATWS conditional core damage probability (CCDP) could be obtained using a PSA model. To quantify the CCDP, the average values of the time-dependent failure probabilities must be computed. Finally, the comparison between the CCDP obtained through the application of the classical PSA approach and the new one makes it possible to quantify the impact of time-dependence on the SC of the headers that this new risk-informed ATWS approach can provide.

Metal Injection Moulding of Duplex Stainless Steels

  • Sotomayor, M. E.;Varez, A.;Levenfeld, B.
    • 한국분말야금학회:학술대회논문집
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    • 한국분말야금학회 2006년도 Extended Abstracts of 2006 POWDER METALLURGY World Congress Part 1
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    • pp.507-508
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    • 2006
  • In this communication the development of a new metal injection moulding (MIM) system for duplex stainless steels is presented. The metal powders were prepared by premixing 316L and 430L stainless steels gas atomised powders in a ratio of 50:50. The binder used to prepare the feedstock was composed by HDPE and paraffin wax. Torque measurements of the mixture indicated that the maximum amount of metal was 68 vol%. The polymeric part was driven off by thermal debinding and the sintering was performed in low vacuum. The final densities were close to the theoretical ones.

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New Approach to Inter-domain Multicast Protocols

  • Leal, Raquel Perez;Cachinero, Juan Angel;Martin, Encarna Pastor
    • ETRI Journal
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    • 제33권3호
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    • pp.355-365
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    • 2011
  • IPTV broadcast channels and video content distribution are increasingly saturating network paths. New solutions based on inter-domain multicast protocols could contribute to the enhancement of multimedia content distribution over the Internet. The aim of this paper is to propose new capabilities for an existing inter-domain multicast protocol, the Protocol Independent Multicast-Sparse Mode. We describe the modified protocol and analyze its behavior using newly developed tools based on an open-source software simulator. The resulting protocol does not require topology information, which is advantageous for easier deployment. In addition, the adopted solution avoids inherent problems with inter-domain multicast routing, such as multiple paths and path asymmetries.

An improved 1D-model for computing the thermal behaviour of concrete dams during operation. Comparison with other approaches

  • Santillan, D.;Saleteb, E.;Toledob, M.A.;Granados, A.
    • Computers and Concrete
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    • 제15권1호
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    • pp.103-126
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    • 2015
  • Thermal effects are significant loads for assessing concrete dam behaviour during operation. A new methodology to estimate thermal loads on concrete dams taking into account processes which were previously unconsidered, such as: the evaporative cooling, the night radiating cooling or the shades, has been recently reported. The application of this novel approach in combination with a three-dimensional finite element method to solve the heat diffusion equation led to a precise characterization of the thermal field inside the dam. However, that approach may be computationally expensive. This paper proposes the use of a new one-dimensional model based on an explicit finite difference scheme which is improved by means of the reported methodology for computing the heat fluxes through the dam faces. The improved model has been applied to a case study where observations from 21 concrete thermometers and data of climatic variables were available. The results are compared with those from: (a) the original one-dimensional finite difference model, (b) the Stucky-Derron classical one-dimensional analytical solution, and (c) a three-dimensional finite element method. The results of the improved model match well with the observed temperatures, in addition they are similar to those obtained with (c) except in the vicinity of the abutments, although this later is a considerably more complex methodology. The improved model have a better performance than the models (a) and (b), whose results present larger error and bias when compared with the recorded data.