California Geological Survey – “Probabilistic Tsunami Modeling and Public Pol...
B.C. School Retrofit Program - Liam Finn
1. 1
B.C. School Retrofit Program
$2.5 billion project
+
$ 7m research program
at
University of British Columbia
Kyoto Seminar 12-14 Jan 2010 Liam Finn
2. 2
New Ideas for Economic Retrofit
Deaggregation of hazard
Performance – based design with drift ratio
performance criterion
IDA analyses of 31 generic school models
9m nonlinear analyses conducted
Seismic performance calculator to access data
Toolbox of retrofit options
Kyoto Seminar 12-14 Jan 2010 Liam Finn
3. Context
• BC’s population:
4.4 million
• More than 800
schools in BC’s
seismic risk areas
• 80% of the
schools located in
high seismic risk
areas (Victoria
and Vancouver)
4. Methodology - Motions
Earthquakes in Similar Tectonic Settings
California Peru & Chile Washington
Mexico Japan Central-America
5. Methodology - Motions
Characteristic Motion Histories
0.3
a)
Crustal
0
-0.3
0.3
b) Time (Sec)
Subcrustal
Acceleration (g)
0
-0.3
0.3
c) Time (Sec)
Subduction
0
-0.3
0 10 20 30 40 50 60 70 80 90 100
Time (sec)
6. Methodology - Basics
Guidelines Objective:
Probability of Damage High Probability of
Collapse
Inter-storey
Drift
Deformation
Aleatory
Demand
10. School Instrumentation
Objectives:
Provide early warning of quake
Improve quality and speed of post-earthquake damage
assessment to ensure early access to safe schools
1. 4 instruments per school for seismic response data.
Reports to server at UBC
Passive on site storage
2. 1 Free field instrument linked to early warning
network
11. Acknowledgement
1. Professor Carlos Ventura and Professor Liam Finn
2. UBC research team
Dr. Freddy Pina
Dr. Mehrtash Motammedi
Bishnu Pandey
Manuel Archila
Jose Centeno
3. British Columbia Ministry of Education
4. Association of Professional Engineers and
Geoscientists of British Columbia (APEGBC), Peter
Mitchell (Project manager)
5. Peer review committee
Robert Hanson (FEMA John Sherstobitoff (Ausenco Sandwell)
Farzad Naeim (John A. Martin&Associates) Dr. Ron DeVall (RJC)
Michael Mehrain (URS Corporation
John Wallace (Genivar)
Clint Low (Bosh, Bohman Partners)
Dr. Timothy White(Bosh, Bohman Partners)
British Columbia has a population of 4.4 million people. There are over 800 schools in seismic areas and 80% of these are located in areas of high seismic hazard.The seismic hazard may be disaggregated into 3 categories, subduction, sub-crustal nd crustal earthquakes as shown in Fig.1. The se earthquakes are all generated by the subduction of the Juan de Fuca Plate beneath the North American Plate at a rate of 10mm year.
The performance of a building during an earthquake is expressed in terms of drift ratio. The performance standard required for establishing retrofit requirements may be either damage control or life safety. The allowable drit ratio for damage control is much less than that for life safety. For the school project the ministry of Education opted for life safety as the PBEE criterion for retrofit. For wood frame building the associated drift ratio is 4% and this still allows a significant drift margin against collapse. The adoption of a life safety standard allows more economical retrofits.
Drift ratios are estimate by nonlinear dynamic analysis of each of the generic school building types. Describe the procedure for calculation of the probability of drift exceedance. Need to discuss the reliability of any analysis.