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Chile Earthquake of 2010 - Assessment of Industrial Facilities around Concepción, 2016
- Contributors and Acknowledgments
- Chapter 1: Introduction
- Chapter 2: Ground Motion Records
- Chapter 3: Assessment of CAP Acero Steel Plant
- Coke Plant Assessment
- Coal Bin Adjacent to Blast Furnaces
- Steel Shop
- Hot Rolling Mill
- Bar Mill (New
- Water Treatment Plant
- Pier
- General Conclusions and Recommendations
- Chapter 4: Assessment of ENAP Bio Bio Refinery
- Tank Farm Assessment
- Coker Unit
- Cooling Tower
- Process Units (Hydrocracking, Isomerization, and Catalytic Cracking Units, Ethylene Plant
- HDT Unit Pipe Rack and Supported Fin Fan
- Consequential Damage Caused by Piping Inertial Forces and Relative Displacements
- General Conclusions and Recommendations
- Chapter 5: Assessment of Abastible San Vicente Liquefied Petroleum Gas (LPG) Terminal
- LPG Spheres Assessment
- LPG Tank Assessment
- Pipe Rack Assessment
- Wall Assessment
- Control Room Assessment
- Electrical Room and Mechanical Room Assessments
- Pump Room Assessments
- Pier Assessment
- General Conclusions and Recommendations
- Chapter 6: Assessment of Santa Maria Power Station
- Boiler Structure Assessment and Observations
- Coal Bins Assessment
- Coal Pile Conveyor and Support Structure Assessment and Observations
- Conveyor Tunnel Assessment
- Stack Assessment and Observations
- Tank Assessment and Observations
- iii Removable Anchor Bolts Assessment
- Miscellaneous Connections Assessment and Observations
- General Conclusions and Recommendations
- Chapter 7: Assessment of Base Isolated Pier
- Base Isolators Assessment and Observations
- Isolation Joint Assessment and Observations
- Crane Assessment and Observations
- General Conclusions and Recommendations
- Chapter 8: Anchor Bolt Performance
- Anchor Bolt Behavior—Stacks and Vessels
- Anchor Bolt Behavior—Column Baseplates
- Anchor Bolt Behavior—Pedestals and Saddles
- Chapter 9: Industrial Assessment Team Recommendations [Go to Page]
