earthquake retrofit
TRANSCRIPT
Buildings and Earthquakes
John Nurre17may2013
Author’s noteThis package was created for a planned unit community
(condo complex) in Mountain View California, during a retrofitting project.
The package addresses a question asked on 22nov12, regarding need for shear nailing. The package was originally published on 14dec2012.
The package is pertinent to the retrofitting project at one condo complex. It has been reviewed and approved by the construction manager and the professional engineer. It can be used as an example for similar projects, but each project should rely on the advice of a professional engineer for appropriate application.
This version is a first-revision, and seeks to make the original explanations clearer for the layperson.
John Nurre, 17 May 2013
the Evolution of Buildings
Life is good
the Evolution of Buildings
Life is good but sometimes the weather isn’t
the Evolution of Buildings
A solid roof
the Evolution of Buildings
A solid roof needs solid walls
the Evolution of Buildings
A good building
the Evolution of Buildings
A good building needs a good foundation
the Evolution of Buildings
A good home
the Evolution of Buildings
A good home is good under most situations
the Evolution of Buildings
Earthquakes are not like “most situations”
Earthquakes and Buildings
• Types of earthquakes
– Shake direction– vertical vs horizontal
– Shake intensity– epicenter and radiated
• Effects on buildings
– Varies with shake direction
• Reinforcing against earthquakes
– Foundation retrofit: good attachment to pad
– Shear nailing: strengthen walls above foundation
Two Types of Earthquakes
Strike-Slip: Horizontal Motion Dip-Slip: Vertical Motion
Loma Prieta (1989)• Dip-Slip (vertical motion)
• 14mm max lateral displacement
• 7.1 Richter Scale
• “Lift-and-drop” damageLos Gatos CA
San Francisco CA
San Francisco (1906)• Strike-Slip (horizontal)
• 8 ft shift in Woodside
• 7.9 Richter Scale
• 6.3 x more energy
• Lateral-shake damageFolger Ranch (Woodside CA)
Palo Alto CA
http://quake.wr.usgs.gov/info/1906/got_seismogram_lp.html
Local (Richter) Intensity ≠ Total Radiated Power
Earthquake IntensitiesModified Mercalli Intensity Scale, USGS-preferred measure for earthquake intensity
1906 “Great San Francisco”Boatwright and Bundock 2005
-122.103
+37.402
-122.103
+37.402
1989 “Loma Prieta”
Effects on Buildings
Vertical MotionCompressive failure
Horizontal MotionBuilding slips off foundation
Horizontal MotionFoundation secure, building
leans
(“shear failure”)
Wood Structure in Vertical Shake
W
One panel removed
Example of column buckling
• Can withstand vertical tension
• Joints are steel reinforced
• Can withstand vertical compression
• Wood is “tough”
• Can withstand shock
• Safe against buckling
• Little (almost zero) load
• Panels give stability
Reinforcing against Earthquakes
• Vertical shake (“dip slip”) less important
– Comparatively less damaging to wood structures
– Witness little damage from Loma Prieta
• 7.1 Richter
• Horizontal shake (“strike slip”) is important
– Known weakness for wood structures
– Witness wood structure damage in 1906
– San Andreas fault (Portola Valley) usually produces horizontal shaking
Structure Foundation in Horizontal Shake
• Structure must be tied to foundation
• If structure slips from foundation, it will settle and cannot be restored
Foundation Upgrade
Floor Joist
Sill Plate
FoundationUpgrade:
Simpson-Strongtie UFP10
• May 2011
• Issue: weak joint between sill plate and foundation
• Fix: Retrofit with dedicated shear ties
• Engineered by Bill Dailey, Hohbach-Lewin
Upper Structure in Horizontal Shake
• Under lateral jolt:
• Vertical supports tend to lean
• Beam joints can’t restrain against leaning
• Shear panels:
• Can stop “lean” action
• If joints are not strong:
• Joints (staples) pop
• System leans as shown
W
W
Bad and Good Panel Joints
• Earthquake is similar to gravity “turned sideways”
• Similar to figure shown
• If all joints together cannot bear load, then all joints fail
• Structure leans
• If sum of strengths ( XX lbf)can bear load, then force is supported
• Structure remains square and true
W
W
Panel joint failsPanel can move
as shown
Beam joint failsBeam can move
as shown
Joint bears XX pounds without shearing
Joint bears XX pounds without shearing
Bad and Good Panel Joints
• Staple joints not allowed by CA building code 18.08
• http://www.codepublishing.com/CA/SantaClarita/html/SantaClarita18/SantaClarita1808.html
• Upgrade:
• Old: 0.060 dia staples, 5 inch spacing
• New: 0.130 dia nails, 4 inch spacing
• Benefit
• To-code earthquake “best practice”
• 6x strength increase
Earthquake Retrofit Project
• Cancel poor-value earthquake insurance, use savings to strengthen structures• Insurance averaged $35k per year (2007, 2008, 2009)
• First phase: bring foundation up to code• 2011
• Aprx $54k (initial firm price, cannot find final)
• Second Phase: bring panel-attachment to code• Initial plan: accumulate savings from cancelled
insurance, schedule when funds are sufficient
• Initiated 12 September 2012 (Executive Session)
• Draeger quote $18k for 10 buildings
Summary
• Preparing for earthquakes is appropriate
• Prime risk is a lateral-shift earthquake
• Two phases of preparation:
• Secure buildings to foundations
• Strengthen building walls with additional nails
• Initial phase (foundations) complete
• Second phase (nailing) has started