Workshop Breakout Sessions
(by invitation only)
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Session 1: Are redundancy considerations sufficient in current design codes, such as AASHTO? (Chair: Wagdy Wassef)
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How to assure sufficient redundancy during design process?
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Robustness as a measure of redundancy?
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How to recommend practical method to evaluate redundancy: new and existing bridges?
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Redundancy of concrete bridges as recommended by NTSB as a result of FIU bridge collapse?
Session 3: Current simulation technology during the design process. (Chair: Dr. Sherif El-Tawil)
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Type and Level of Analysis: Linear / Nonlinear static; Linear / Nonlinear dynamic
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Full 3-D versus 2-D analysis.
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Alternate load path methods
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Pushdown analysis methods
Session 4: Role of hazards in redundancy considerations. (Chair: Dr. Hani Nassif)
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Types of hazards / Type of initiating hazard.
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Deterministic / probabilistic framework / Fragility
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Limit states for bridges from hazard perspective (how a particular limit state likely to be activated following the loss of a member?)
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Identification of critical members from hazard perspective
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Load driven / load independent redundancy
Session 2: Member based analysis versus system criticality (Chair: Dr. Baidurya Bhattacharya)
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Full 3-D versus 2-D analysis.
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Inspection / Bridge Management: Does redundancy have a role? Does element level inspection assure system level safety? (I-35 Bridge)
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Element capacity versus system safety