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33篇 您的检索式:作者名="STEWART Mark G"
    题名 作者 年代 出处 被引量
1Risk Acceptability and Cost-Effectiveness of Protective Measures Against Terrorist Threats to Built Infrastructure Considering Multiple Threat Scenarios显示文摘Decisions are often needed about the need and/or extent of protective measures against explosive blast loads on built infrastructure. A decision support analysis considers fatality risks and cost-effectiveness of protective measures expressed in terms of expected cost spent on risk reduction per life saved for terrorist threats to infrastructure. The analysis is applicable to any item of infrastructure, but in this paper is applied to casualties arising from building facade glazing damage. Risks may be compared with risk acceptance criteria in the form of quantitative safety goals. The risk acceptability and cost-effectiveness of protective measures includes cost of the protective measures, attack probability,reduction in risk due to protective measures,probability of fatality conditional on successful terrorist attack and number of exposed individuals.STEWART Mark G 2008Transactions of Tianjin University2008,14,5:4
2Life-cycle cost analysis of reinforced concrete structures in marine environments显示文摘Dimitri V Val Mark G Stewart 2003Structural Safety2003,25,:1
3Time-dependent Reliability ofDeteriorating Reinforced Concrete Bridge Decks显示文摘Mark G Stewart David V 1998StructuralSafety1998,20,1:1
4Multiple Limit States and Expected Failure Costs for Deteriorating Reinforced Concrete Bridges显示文摘 Dimitr V Val 2003Journal of Bridge Engineering ASCE2003,,11:1
5Pitting corrosion and struetural reliability of corroding R C structures: experimental data and probabilistic analysis 显示文摘Mark G Stewart Ali Al-Harthy 2008Reliability Engineering and System Safety2008,,93:1
6Structure Reliability of Concrete Bridges Including Improved Chloride-induced Corrosion Models显示文摘Kim Anh T Vu Mark G Stewart 2000Structure Safety2000,22,:1
7Structural reliability of concrete bridges including improved chloride-induced corrosion models 显示文摘Vu Kim Anh T Stewart Mark G 2000Structural Safety2000,22,:1
8Role of load history in reliability-based decision analysis of aging bridges显示文摘Mark G Stewart Dimitri V Val 1999Journal of Structural Engineering1999,125,7:1
9Role of load history in reliability-based decision analysis of aging bridge显示文摘Mark G Stewart Dimitri V Val 1999Journal of Structural Engineering1999,125,7:1
10Structural Reliability of Concrete Bridges Including Improved Chloride-induced Corrosion Models显示文摘Vu Kim Anh T Stewart Mark G 2000Structural Safety2000,22,4:1
11Terrorism risks and blast damage to build infrastructure 显示文摘Mark G Stewart Michael D Netherton David V Rosowsky 2006Natural Hazards Review2006,7,3:1
12Effect of Reinforcement Corrosion on Reliability of Highway Bridges 显示文摘Dimitri V Vat Mark G Stewart Robert E Melchers 1995Engineering Structures1995,20,11:1
13Spatial Variability of Pitting Corrosion and Its Influence on Structural Fragility and Reliability of RC Beams in Flexure显示文摘Mark G Stewart 2004Structural Safety2004,26,:1
14Spatial variability of pitting corrosion and its influence on structural fragility and reliability of RC beams in flexure显示文摘MARK G STEWART 2004Structural Safety2004,26,:1
15Bridge deck replacement for minimum expected costunder muhiple reliability constraints 显示文摘Stewart Mark G Estes Allen C Frangopol Dan M 2004Journal of Structural Engineering2004,130,9:1
16Structural reliability of concrete bridges including improved chloride-induced corrosion models 显示文摘Vu Kim Anh T Stewart Mark G 2000Structural Safety2000,22,4:1
17Cyclone damage and temporal changes to building vulnerability and economic risks for residential construction 显示文摘Stewart Mark G 2002Journal of Wind Engineering and Industrial Aerodynamics2002,91,:1
18Effect of construction and service loads on reliability of existing RC building 显示文摘Mark G Stewart 2001Journal of Structure Engineering2001,127,10:1
19Time-dependent reliability of existing RC structures 显示文摘Mark G Stewart 1997Journal of Structure Engineering1997,123,7:1
20Proof load testing for bridge assessment and upgrading显示文摘Faber Michael H Val Dimitri V Stewart Mark G 2000Engineering Structures2000,22,:1
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