HOW TO IMPROVE TRANSPORTATION SYSTEM? E X T R E M E E V E N T S
Amir MirmiranDean and Professor
College of Engineering and ComputingFlorida International University
Miami, FL
OUTLINE
INFRASTRUCTURE AND THE COMMUNITY
Natural Systems
Physical Infrastruc
ture
Human Services
UrbanCommunity
INFRASTRUCTURE SYSTEMSCritical
FacilitiesCommunicati
onOil and Gas
Power GridWater & Sewer
Transportation
SYSTEM INTERDEPENDENCIES
NEES WORKSHOP JULY 06NEES WORKSHOP JULY 06O’Rourke (2007)
MCDANIELS ET AL. (2007)
McDaniels et al. (2007)
Rinaldi, et al. (2007)
SOURCES OF STRESS ON INFRASTRUCTURE
Steady stressors Aging, fatigue and deterioration =>
Capacity Population growth and developments =>
Demand Transient stressors
Natural hazards Hurricanes, earthquakes, flooding, fire, etc.
Man-made hazards Terrorist attacks
AGING: FATIGUE AND DETERIORATION
HURRICANE IMPACT
EARTHQUAKE IMPACT
LOSSES FROM NATURAL HAZARDS Tornados and Hurricanes - $ 3.5B/yr (far
more after Katrina) – Population in hurricane prone coastal areas is increasing
Floods - $ 5B/yr – Development in flood plains and increase in heavy rains
Earthquakes - $ 4-5B/yr – 39 states and 75m people are exposed to earthquake hazard
IN SEARCH OF SOLUTIONS General approach
Performance-based design Consequence-based risk management
Specific methods Capacity building Hardening Health monitoring
PERFORMANCE-BASED DESIGN Resilience and sustainability measures Life safety versus functionality levels Total cost modeling Redundancy
PERFORMANCE-BASED DESIGN
Structures Magazine
CONSEQUENCE-BASED RISK MANAGEMENT
Stressor Level*Engineering Limit
StateSocio-Economic
Limit StateNo. Hurricane
Category
Gust Speed (mph)
Return Period (yr)
I 1 or T.S. < 100 < 30 Insignificant Damage Continued Operation
II 2 or 3 101 – 140 31 – 100 Repairable Damage Limited
Economic Loss
III 4 or 5 > 140 > 100 Extensive Damage Prevention
Life Loss Prevention
FULL-SCALE HURRICANE TESTING
INFRASTRUCTURE COMPONENT TESTING
Chowdhury/Bitsuamlak (FIU)
ADVANCED MATERIALS High performance materials (steel, concrete) Fiber reinforced polymers Engineered cementitious composites Shape memory alloys Self healing concrete
ADVANCED MATERIALS
Mirmiran et al. (2007)
NEXT GENERATION OF EQ-RES. BRIDGES
Saiidi (Nevada)
SYSTEMS - PROBLEM
SYSTEMS - SOLUTION Ultra-high performance concrete (UHPC)-
fiber reinforced polymer (FRP) tubes deck system. Component level analytical and experimental
investigation were performed. Simply supported single span beams with typical
width of 12 in. were designed and tested.
SELF HEALING CONCRETE
Victor Li (U. Mich.)
HARDENING
HARDENING
HEALTH MONITORING AT UCF/LEHIGH
HEALTH MONITORING AT MICHIGAN
CONCLUSIONS ASCE report card for infrastructure Challenges are at the interface of
capacity, demand, and expectations Resilience and sustainability are the goals
Research must be integrative rather than fragmental
Innovations will continue in materials, systems, and monitoring