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Protecting Infrastructure: The Role of Standards. John Hooper Director of Earthquake Engineering Magnusson Klemencic Associates. Haiti—January 12, 2010 Over 220,000 casualties Over 300,000 homes damage/destroyed Over 1.5 M people affected No Codes or Standards. M W 7.0.
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Protecting Infrastructure: The Role of Standards John HooperDirector of Earthquake EngineeringMagnusson Klemencic Associates
Haiti—January 12, 2010 • Over 220,000 casualties • Over 300,000 homes damage/destroyed • Over 1.5 M people affected • No Codes or Standards MW 7.0
Chile—February 27, 2010 • Under 500 casualties • Estimated damage: $30B US • Building Codes and Standards similar to US MW 8.8
Performance of Chilean Buildings Post 1985 • Buildings that collapsed: 4 (approximately) • Buildings to be demolished: 50 (estimated) • Number of buildings 9+ stories: 1,939 • Failures of 9+ stories: 2.8%
Christchurch—February 22, 2011 • 181 deaths • Estimate damage: $16B • Aftershock intensity exceeded the initial earthquake • Modern building codes and standards MW6.3
Transect of approximately 300 buildings was accurate for nearly 4000.
Grand Chancellor • Reinforced concrete • 19 stories • mid-1980s • Core wall (up to 7th story) • Perimeter frame (above 7th story) Courtesy of Dr. Ken Elwood and EERI
Grand Chancellor East Face South Face Courtesy of Dr. Ken Elwood & EERI
Building Seismic Performance Matrix Frequent Earthquakes (25-50 years) Design Earthquake (300-600 years) Ground Motion Levels Maximum Considered Earthquake (1000-2500 years)
Building Seismic Performance Matrix Building Performance Levels Immediate Occupancy Life Safe Collapse Prevention Operational Frequent Earthquakes (25-50 years) Design Earthquake (300-600 years) Ground Motion Levels Maximum Considered Earthquake (1000-2500 years)
Building Seismic Performance Matrix Building Performance Levels Immediate Occupancy Life Safe Collapse Prevention Operational Frequent Earthquakes (25-50 years) New Buildings/Basic Retrofit Objective Design Earthquake (300-600 years) Ground Motion Levels Maximum Considered Earthquake (1000-2500 years)
Building Seismic Performance Matrix Building Performance Levels Immediate Occupancy Life Safe Collapse Prevention Operational Frequent Earthquakes (25-50 years) New Buildings/Basic Retrofit Objective Design Earthquake (300-600 years) Ground Motion Levels New Essential Facilities/Enhanced Retrofit Objective Maximum Considered Earthquake (1000-2500 years)
Other Infrastructure Codes & Standards • Bridges • Life safe performance, on par with buildings • Lifelines (water, sewer, gas, power, etc.) • No consistent, national standards • Performance will be inconsistent
Summary • Building Codes and Standards (and their enforcement) make a difference • Continued Code/Standard updates are essential • Analysis • Physical Research • Earthquake Reconnaissance • Need to establish consistent standards for Lifelines • Is Life Safety Performance adequate?