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17篇 您的检索式:作者名="Elco"
    题名 作者 年代 出处 被引量
1Novel roles of TLR3 tyrosine phosphorylation and PI3 kinase in double-stranded RNA signaling 显示文摘Sarkar SN Peters KL Elco CP 2004Nat Struet Mol Biol2004,11,11:1
2Tooth size in patients with supemumerar?' teeth and a ,ntrol group measured by image anal- ysis system 显示文摘Khalaf K Robinson 1)L Elco'k C 2004Arch Oral Biol2004,50,2:1
3Novel roles of TLR3 tyrosine phosphorylation and PI3 kinase in double-stranded RNA signaling显示文摘Sarkar S N Peters K L Elco C P 2004Nat Struct Mol Biol2004,11,11:1
4Hybrid myxoinflarrmaatory fibrnblastic sarcoma/hemc~siderotic fibro liponmtous tumor: report of a case providing fltrther evidence for a pathogenetic link 显示文摘Elco CP Marifio-Enriquez A Abraham JA 2010Am J Surg Patho12010,34,11:1
5Usefulness of the SYNTAX Score to Predict “No Reflow” in Patients Treated With Primary Percutaneous Coronary Intervention for ST-Segment Elevation Myocardial Infarction显示文摘Michael Magro Sjoerd T. Nauta Cihan Simsek Eric Boersma Elco van der Heide Evelyn Regar Ron T. van Domburg Felix Zijlstra Patrick W. Serruys Robert Jan van Geuns 2012The American Journal of Cardiology2012,,5:1
6Hybrid myxoinflammatory fibroblastic sarcoma/hemosiderotic fibrolipomatous tumor:report of a case providing further evidence for a pathogenetic link显示文摘Elco CP Mario-Enriquez A Abraham JA 2010Am J Surg Pathol2010,34,11:1
7Usefulness of the SYNTAX Score to Predict “No Reflow” in Patients Treated With Primary Percutaneous Coronary Intervention for ST-Segment Elevation Myocardial Infarction显示文摘Michael Magro Sjoerd T. Nauta Cihan Simsek Eric Boersma Elco van der Heide Evelyn Regar Ron T. van Domburg Felix Zijlstra Patrick W. Serruys Robert Jan van Geuns 2012The American Journal of Cardiology2012,,5:1
8Novel roles of TLR3 ty-resine phosphorylation and PI3 kinase in double-strandedBNA signaling显示文摘Sarkar S Peters K Elco C 2004Nat Struct Mol Biol2004,11,11:1
9Hybrid myxoinflammatory fibroblastic sarcoma/hemosiderotic fibrolipomatous tumor:report of a case providing further evidence for a pathogenetic link显示文摘Elco CP Mari(n)o-Enríquez A Abraham JA 0,,11:1
10Novel roles of TLR3 tyrosine phosphorylation and PI3 kinase in double-stranded RNA signaling显示文摘Sarkar SN Peters KL Elco CP Sakamoto S Pal S Sen GC 2004Nat Struct Mol Biol2004,11,11:1
11Quantifying a critical marl thickness for vertical fracture extension using field data and numerical experiments显示文摘In fractured reservoirs characterized by low matrix permeability,fracture networks control the main fluid flow paths.However,in layered reservoirs,the vertical extension of fractures is often restricted to single layers.In this study,we explored the effect of changing marl/shale thickness on fracture extension using comprehensive field data and numerical modeling.The field data were sampled from coastal exposures of Liassic limestone-marl/shale alternations in Wales and Somerset(Bristol Channel Basin,UK).The vertical fracture traces of more than 4000 fractures were mapped in detail.Six sections were selected to represent a variety of layer thicknesses.Besides the field data also thin sections were analyzed.Numerical models of fracture extension in a two-layer limestone-marl system were based on field data and laboratory measurements of Young's moduli.The modeled principal stress magnitude σ3 along the lithological contact was used as an indication for fracture extension through marls.Field data exhibit good correlation(R^2=0.76) between fracture extension and marl thickness,the thicker the marl layer the fewer fractures propagate through.The model results show that almost no tensile stress reaches the top of the marl layer when the marls are thicker than 30 cm.For marls that are less than 20 cm,the propagation of stress is more dependent on the stiffness of the marls.The higher the contrast between limestone and marl stiffness the lower the stress that is transmitted into the marl layer.In both model experiments and field data the critical marl thickness for fracture extension is ca.15-20 cm.This quantification of critical marl thicknesses can be used to improve predictions of fracture networks and permeability in layered rocks.Up-or downsampling methods often ignore spatially continuous impermeable layers with thicknesses that are under the detection limit of seismic data.However,ignoring these layers can lead to overestimates of the overall permeability.Therefore,the understanding of how fractures propagate and terminate through impermeable layers will help to improve the characterization of conventional reservoirs.Filiz Afsar Elco Luijendijk 2019Geoscience Frontiers2019,10,6:1
12Acute hydrocephalus after aneurismal subarachnoid hemorrhage显示文摘Gijii A Alber H Elco E 1985J Neurosurg1985,63,1:1
13Novel roles of LR3tyrosine phosphorylation and PI3 kinase in dou-ble-stranded RNA signaling显示文摘Sarkar S N Peters K L Elco C P 2004Nat Stract Mol Biol2004,11,:1
14Two tyrosine residues of Toll-like receptor 3 trigger different steps of NF-к B Activation显示文摘Sarkar S N Elco C P Peters K L 2007J Biol Chem2007,282,6:1
15Cooperating to Commercialize Technology: A Dynamic Model of Fairness Perceptions, Experience, and Cooperation显示文摘Elco Burg Kim E. Oorschot 2013Prod Oper Manag2013,,6:1
16Seismic Risk Assessment of the Railway Network of China’s Mainland显示文摘Earthquakes pose a great risk to railway systems and services around the world.In China alone,earthquakes caused 88 rail service disruptions between 2012 and 2019.Here,we present a first-of-its-kind methodology to analyze the seismic risk of a railway system using an empirically derived train service fragility curve.We demonstrate our methodology using the Chinese railway system.In doing so,we generate a set of stochastic earthquake scenarios for China based on a national-scale seismicity model.Using disruption records,we construct an empirically grounded fragility curve that relates the failure probability of train services to peak ground acceleration.By combining the simulated earthquakes,the fragility curve,and empirical train flow data from 2016,we quantitatively assess the seismic impact and the risk faced by the Chinese railway system.The maximum train trip loss could reach 2400 trips in response to a single seismic event,accounting for 34%of the national daily train trips.Due to the spatially uneven daily train flow and seismicity distribution,the seismic impact on the railway system in different seismic zones is highly heterogeneous and does not always increase when the hazard intensity increases.More specifically,the results show that the railway lines located in the Qinghai-Tibet and Xinjiang seismic zones exhibit the highest risk.The generated impact curves and the risk map provide a basis for railway planning and risk management decisions.Weihua Zhu Kai Liu Ming Wang Elco E.Koks 2020International Journal of Disaster Risk Science2020,11,4:0
17A River Flood and Earthquake Risk Assessment of Railway Assets along the Belt and Road显示文摘Mitigating the disaster risk of transportation infrastructure networks along the Belt and Road is crucial to realizing the area’s high trade potential in the future.This study assessed the exposure and risk of existing and planned railway assets to river flooding and earthquakes.We found that about 9.3%of these railway assets are exposed to a one in 100 year flood event,and 22.3%are exposed to a one in 475 year earthquake event.The combined flood and earthquake risk of physical damage to railway assets,expressed by expected annual damage(EAD),is estimated at USD 1438(between 966 and 2026)million.Floods contribute the majority of the risk(96%).China has the highest EAD for both floods and earthquakes(between USD 240 and 525 million in total).Laos and Cambodia are the countries with the highest EAD per km from flooding(USD 66,125–112,154 and USD 31,954–56,844 per km,respectively),while Italy and Myanmar have the highest EAD per km from earthquakes(USD 1000–3057 and USD 893–3019 per km,respectively).For the newly built and planned projects along the Belt and Road,the EAD is estimated at USD 271(between 205 and 357)million.The China–Indochina Peninsula Economic Corridor and China–Pakistan Economic Corridor have the highest absolute EAD and EAD per km,with EADs reaching USD 95 and USD 67 million,and USD 18 and USD 17 thousand per km,on average,respectively.For railway segments with high risks,we found that if the required adaptation cost within 20 years to realize a 10%increase of the railway quality is below 8.4%of the replacement cost,the benefits are positive.Qianzhi Wang Kai Liu Ming Wang Elco E.Koks 2021International Journal of Disaster Risk Science2021,12,4:0
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