david ojala, s.e., leed ap, cwi eeri annual meeting 3 ... · david ojala, s.e., leed ap, cwi. eeri...
TRANSCRIPT
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ATC-20-1:
A Rough Guide to Using Your Trusty Field Manual for Safety Assessment and Reconnaissance
David Ojala, S.E., LEED AP, CWIEERI Annual Meeting3 April 2015
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Outline Reconnaissance vs. Safety Assessment Overview of ATC-20 Concepts Review of ATC-20-1 Resources Guidelines for Inspection Case Study!
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Reconnaissance vs. Safety Assessment Similar Methodologies, Different Judgment, Different
Timelines Reconnaissance: Subjectively document building
performance for future action or academic research. Identify both damaged and undamaged structures and
components to verify successful practices and identify areas for future improvement (research, codes, optimization)
Safety Assessment: Identify damage that renders a building unsafe for immediate, continued use. Get people back into safe buildings and out of unsafe
buildings as soon as possible.
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Seismic Performance Assessment Common task for both recon and safety assessment Steps:
1. Look for damaged components. Look for structural and nonstructural vulnerabilities. Track load paths from roof to foundation (or foundation to roof)
2. Assess severity of damage. Compare to published data/studies/research. Use judgment. Both? (See ATC-20-1, Page 11)
3. Determine next steps. Code change? Tag? More research?
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ATC-20 A tool for rapid seismic performance assessment. The purpose of safety assessment, or “tagging” is built
into the methodology. Judgements (bias?) are built into the methodology.
Can be used as a resource for generic reconnaissance with care. Advises whether or not building is safe for occupancy, not
cause, failure mechanism, design intent, code compliance, etc.
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ATC-20 Purpose and Scope GOAL: Disaster Recovery. Get people back into safe
structures and out of unsafe ones. Evaluate BUILDING safety, not just structural safety. Geotechnical Hazards Nonstructural/Falling Hazards Hazardous Materials/Utilities Hazards
Needs to be usable by both engineers (of varying abilities) and non-engineers. Simple, conservative directions for non-technical users. Allows engineers to utilize their “better” judgment.
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Conservatism… Don’t be overconservative, but when in doubt, follow
the manual. Still in doubt? Yellow Tag and request a Detailed or
Engineering Evaluation.
Source: Applied Technology Council. ATC-20-1 Field Manual: Postearthquake Safety Evaluation of Buildings, Second Edition. Page 13.
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Evaluation ProcessStructure identified
for evaluation
Rapid Evaluation
PostINSPECTED
PostLIMITED ENTRY
RESTRICTED USE
PostUNSAFE
Apparently OKOnly building exterior may
have been inspectedQuestionable
Obviously unsafe
Detailed Evaluation
PostINSPECTED
PostLIMITED ENTRY
RESTRICTED USE
PostUNSAFE
Safe but may need repairs Questionable Unsafe, must be repairedor removed
Engineering Evaluation
PostINSPECTED
PostUNSAFE
At the discretion of the Building DepartmentAt the discretion of the Building Department
Source: Applied Technology Council. ATC-20-1 Field Manual: Postearthquake Safety Evaluation of Buildings, Second Edition.
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Chapter 3: Rapid Evaluation 10-30 Minutes Often the only evaluation
each building will get.
Typically Exterior Only Six key points of
inspection.
Source: Applied Technology Council. ATC-20-1 Field Manual: PostearthquakeSafety Evaluation of Buildings, Second Edition. Page 6.
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6 Points of Inspection for Rapid Evaluation
Source: Applied Technology Council. ATC-20-1 Field Manual: PostearthquakeSafety Evaluation of Buildings, Second Edition. Page 13.
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Chapter 4: Detailed Evaluation 1-4 Hours Should be performed by a structural engineer with
knowledge of the specific structure type. Typically interior and exterior. Generally must be requested by rapid evaluators via
placement of a yellow tag.
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Detailed Evaluation: Placard Definitions
Source: Applied Technology Council. ATC-20-1 Field Manual: PostearthquakeSafety Evaluation of Buildings, Second Edition. Page 21-22.
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Vertical and Plan Irregularities
Source: Applied Technology Council. ATC-20-1 Field Manual: Postearthquake Safety Evaluation of Buildings, Second Edition. Page 23-24.
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Chapter 5: Wood-Frame Structures
Source: Applied Technology Council. ATC-20-1 Field Manual: PostearthquakeSafety Evaluation of Buildings, Second Edition. Page 30.
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Chapter 6: Masonry Structures
Source: Applied Technology Council. ATC-20-1 Field Manual: PostearthquakeSafety Evaluation of Buildings, Second Edition. Page 40.
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Chapter 7: Tilt-Up Concrete
Source: Applied Technology Council. ATC-20-1 Field Manual: PostearthquakeSafety Evaluation of Buildings, Second Edition. Page 46.
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Chapter 8: Concrete Shear Walls
Source: Applied Technology Council. ATC-20-1 Field Manual: PostearthquakeSafety Evaluation of Buildings, Second Edition. Page 52.
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Chapter 8: Concrete Frame
Source: Applied Technology Council. ATC-20-1 Field Manual: PostearthquakeSafety Evaluation of Buildings, Second Edition. Page 53.
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Chapter 9: Light/Pre-Engineered Steel
Source: Applied Technology Council. ATC-20-1 Field Manual: PostearthquakeSafety Evaluation of Buildings, Second Edition. Page 68.
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Chapter 9: Steel Frame Buildings
Source: Applied Technology Council. ATC-20-1 Field Manual: PostearthquakeSafety Evaluation of Buildings, Second Edition. Page 69.
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Chapter 9:Concealed Damage/Pre-Northridge MF Clause
Source: Applied Technology Council. ATC-20-1 Field Manual: Postearthquake Safety Evaluation of Buildings, Second Edition. Page 72.
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Can’t Determine the Structural System?
Source: Applied Technology Council. ATC-20-1 Field Manual: Postearthquake Safety Evaluation of Buildings, Second Edition. Page 26.
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Other Resources Chapter 10: Mobile Homes Chapter 11: Geotechnical Hazards Chapter 12: Non-Structural Hazards Appendices: Dealing with people Safety tips/Hazmat Building Entry Examples/Case Studies
Lots and lots of full-grayscale photos!
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10 Steps to A Successful (and Safe) Inspection…1. Prepare, if possible: Review your field manual Look at pre-earthquake photos (download Google Earth to
your smartphone, if you haven’t already) Determine PGA and intensities (USGS)
2. Look around you prior to approaching your subject: Evidence of geotechnical hazards Damage to/from surrounding buildings Environmental hazards Don’t die, it’s too early…
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10 Steps to A Successful (and Safe) Inspection…3. Look/listen/smell for non-structural hazards: Gas meters, power lines, storage sheds, strange liquids Look up for possible falling hazards Look for NFPA markings (commercial and industrial) Again, still to early to die…
4. Identify building occupancy: Layout of interior walls. Hazardous content. Benefits of bringing this building back into service.
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10 Steps to A Successful (and Safe) Inspection…5. Identify Structural System: Find appropriate chapter in Field Manual for points of
inspection. Check Figures 4-1 and 4-2 for vertical and plan
irregularities.6. Identify obvious damage/movement.7. If in doubt, track load path: Diaphragm to vertical elements (connections too!) Vertical elements to foundation (connections too!)
8. Enter if necessary and safe.
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10 Steps to A Successful (and Safe) Inspection…9. Ask yourself: Am I doing safety assessment or reconnaissance? Is the structure in significantly worse shape than it was
before the quake? Will any new damage increase the likelihood of collapse or
occupant harm in an aftershock or in service? Are there new dangers from hazmat, neighboring
buildings, landslides? Do people need to be in this building? Do I feel comfortable making this assessment?
10. Tag it, yo.
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Good Luck!
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CASE STUDY:
Pool and Recreation Center
David Ojala, S.E., LEED AP, CWIEERI Annual Meeting3 April 2015
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Background 3 days after Magnitude 5.8 quake. Minor aftershocks
daily, including 4.5 yesterday. Main Shock: PGA estimated at 10-15%g, MMI = VI. Most homes in area have little to no damage and have
green tags, moderate damage to buried utilities. Hot and muggy, major hurricane is inbound and heavy
wind and flooding rain are expected. Site is not coastal. About 200 local residents are seeking shelter, primarily
due to lack of electricity, running water, or fear.
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Aerial View
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North Elevation
Slopes Down
PoolAdmin/
Classroom Wing
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East Elevation
Slopes Down
Pool
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South Elevation
Pool
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West Elevation
Pool
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Structure Phase 1 built around 1980, Phase 2 in 1983 Sloped site. Phase 1 Admin/Classroom Wing: CMU bearing/shear
walls with steel truss floors. Phase 2 Pool Area: Pre-engineered steel frame with CMU
infill walls. Designated as an emergency shelter site by county. Owners/users reported “significant movement” of pool
area. Spa losing water (2 inches/hour) since quake.
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North Entrance
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Slope to right of north entrance (south face sim.)
Vertical Cracks through EFIS Panel Joints.
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Classroom/Admin Areas: Typical Damage
Trophies unharmed. Whew!
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Classroom/Admin Areas: Typical Damage
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Classroom/Admin Areas: Typical Damage
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Classroom/Admin Areas: Typical Damage
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Classroom/Admin Areas: Typical Damage
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Classroom/Admin Areas: Typical Damage
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Pool: Looking West
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Pool: Looking East
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Pool: Looking South
Bolted Splices, no other stiffeners.
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Pool: Looking South
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Pool: Typical Damage at Pilaster
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Pool: Typical Damage at Pilaster
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Pool: Looking North
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Pool: Typical Damage at Pilasters
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Pool: Spa Area (Southwest Corner)
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Pool: Spa Area (Southwest Corner)
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Pool: Spa Area (Southwest Corner)
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Pool: West Deck
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Pool: West Deck
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Pool: West Deck
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Pool: West Deck
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Pool: West Deck
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Pool: East Wall
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Pool: East Wall
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Pool: East Wall
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Damage Summary
Buckling of Bottom Flanges
of Girders
Spa Loosing Water
Damage to Infill Wall Connections
Hung Ceiling Disturbance, Minor Cracking of CMU Walls (Bed Joints,
Pilasters)Stairway with cracked pilaster
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“ANSWERS”
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Virginia Earthquake Low intensity shaking felt over long distances. Buildings not explicitly designed for earthquakes. Vulnerable, non-ductile building systems (URM, tilt-up,
infill walls), often 19th century vintage. Incomplete load paths. Poor foundation soils, expansive clays. Single family homes largely unaffected. Seemingly random buildings saw significant damage.
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Pre-Engineered Steel Frames Many different systems available. Typically used for warehouses, industrial facilities. Optimized for gravity loads for maximum spans. Two Different Lateral Systems: Moment Frame along girder lines Braced Frame or Shear Wall in opposite direction
Can perform very well in seismic and wind events IFdesigned appropriately.
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Example
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Example
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Critical Differences Long span required deeper beams (plate girders). Stiffening and bracing requirements were not
increased appropriately.
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Long, Inclined Span, Flexible Diaphragm
Compression Toward Lower End Under Gravity
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Few Stiffeners, No Cross Braces
Bolted Splices, no other stiffeners.
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Infill Wall Out of Plane Movement
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Tall, Torsionally Flexible
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Short, Restrained, Rigid
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Flange Local Buckling
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Flange Local Buckling
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Flange Local Buckling
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Global Lateral Torsional Buckling
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Lateral Torsional Buckling, Utica, NY
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ATC-20 Field Manual
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Considerations
Limited access/visibility of all moment frame connections. Full inspection is beyond your means. This may be a designated shelter but is not an
essential facility; don’t take unnecessary risks, especially if you are unsure of the consequences of the damage you’ve seen. Aftershocks are continuing, a hurricane is inbound. Pool area appears to be relatively isolated from
classroom/administration building to the east, which has little damage. Was the buckling actually caused by the earthquake?
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Rapid Assessment Form
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Rapid Assessment Form
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Things to Remember
Consider occupancy (do people need to be here?) Understand the limits of your expertise and call for
backup (in the form of a detailed evaluation) if needed. Don’t expect that damage will be textbook in nature;
not all buildings are designed to California “standards” If you identify some damage, trace the implied building
movement/load path back to the foundation and look for additional damage. You are evaluating BUILDING safety, not just structural
safety. Look out for Nonstructural/Falling Hazards, HazMat/Utilities, Geotechnical Hazards.
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QUESTIONS?COMMENTS?