fema p-58 method, enabling sp3 software, and recent...
TRANSCRIPT
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Curt B. Haselton, PhD, PE
Professor of Civil Engineering @ CSU, Chico
Co-Founder @ Seismic Performance Prediction Program (SP3)
www.hbrisk.com
Resilience-Based Design & Risk
Management using FEMA P-58
FEMA P-58 Method, Enabling SP3
Software, and Recent Adoption in
our Profession
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© HB Risk Group
The FEMA P-58 method
Enabling SP3 software
Recent innovative projects being done with P-
58/SP3
FEMA P-58 & SP3 for resilient design
FEMA P-58 & SP3 for seismic risk assessment
Plans for future work and development
Next Session:
Resilient design case study
Demo and training: Interactive resilient design
using FEMA P-58 and SP3
Agenda for this Session
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© HB Risk Group
Code Design (ASCE7, etc.)
Safety Goal - Yes
“Performance-Based Design” (AB 083, ASCE 41, etc.)
Safety Goal – Yes
Can consider other goals, but typically not done in current practice
Enhanced modeling and design scrutiny
“Resilience-Based Design“ (or “PBD Generation 2”)
Safety Goal – Yes
Repair Time Goal – Yes
Repair Cost Goal – Yes
Also enhanced modeling and design scrutiny
What is “Resilience-Based Design”?
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FEMA P-58 is a probabilistic
performance prediction
methodology (10+ years in the
making, $12M+ invested,
development ongoing)
FEMA P-58 is tailored for
building-specific analysis (in
contrast to most risk
assessment methods)
FEMA P-58 output results:
• Repair costs
• Repair time
• Safety: Fatalities & injuries
FEMA P-58: Overview
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FEMA P-58: Overview
EQ: 11122, Sacomp
(T=1sec): 1.02g
Deierlein, Haselton, Liel (Stanford University)
Ground Motion Hazard
Component DamageEconomic
Loss
Casualties
Repair
Time
Structural Response
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FEMA P-58: Benefits
Comprehensive and credible: $12M, 10 years to develop,
team of 100+ really smart researchers and practitioners
Standardized and repeatable: Consistent FEMA P-58
damage and repair cost databases are used consistently for
all analyses (created based on 20+ years of research).
Building-specific: The analysis incorporates the specific
nuances of the building, rather than being based on a
building class.
Transparent and open-source: FEMA P-58 is open to the
public and you can see all the details of how the assessment
is done.
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FEMA P-58 provides the
comprehensive and standardized
building-specific risk assessment.
SP3 provides a user-friendly
software to integrate all steps in a
FEMA P-58 risk assessment.
The initial assessment should take
a couple hours and not days or
weeks.
FEMA P-58 and SP3 Software
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FEMA P-58: Applications
New design
(resilience-based design)
Retrofit
Risk evaluations for
mortgage (PML) and
insurance
Risk evaluations for
specialized buildings
Building ratings
Applications:
Code design (safety-only and
prescriptive), performance-based design
(typically also safety-only)
ASCE 41 (mostly safety-only, except for
if using IO)
Experience and judgement-based
approaches, which do not handle much
building-specific information (e.g. Hazus,
ATC-13, ST-Risk, SeismicCat, etc.).
[same as above]
Ratings are new; can use FEMA P-58
methods or checklist-based)
Contrasting Methods:
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Big Picture Comparison of Methods
Building Code:
Safety - yes
Repair Cost - no
Repair Time - no
New Design: Retrofit:
ASCE 31/41:
Safety - yes
Repair Cost - no
Repair Time – yes
(but on/off checks
and not the focus)
FEMA P-58:
Safety – not the focus
Repair Cost – yes (quantitatively)
Repair Time - yes (quantitatively)
Risk
Assessments:
Current Methods:
Safety - yes
Repair Cost - yes
Repair Time –
sometimes
Methods typically
from judgment,
sometimes data
Perform-Based:
Safety - yes
Repair Cost - no
Repair Time - no
FEMA P-58 (only if you want more
than safety)
FEMA P-58 (was created exactly to
meet this need in a
credible manner)
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FEMA P-58: Overview
EQ: 11122, Sacomp
(T=1sec): 1.02g
Deierlein, Haselton, Liel (Stanford University)
Ground Motion Hazard
Component DamageEconomic
Loss
Casualties
Repair
Time
Structural Response
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© HB Risk Group
FEMA P-58: Summary of Steps
Step 1: Site Hazard
• Soil and hazard curve
• Ground motions (if needed)
Step 2: Structural Responses
• Option #1: Structural analysis
• Option #2: Predictive equations
Step 3: Damage Prediction
• Contents
• Fragility curves
Step 4: Loss Estimation (repair
cost, repair time, etc.)
Step 5: Aggregate to
building-level
consequences
Thousands of Monte Carlo
simulations
The simulations provide
detailed statistical
information on building
performance
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FEMA P-58: Ground Motions
Step 1: Define ground motion hazard curve (with soil
type)
• Option #1: SP3 can provide (given an address)
• Option #2: User-specified
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FEMA P-58: Structural Response
Step 2: Predict “engineering
demand parameters”
• Story drift ratio at each story
• Peak floor acceleration at each floor
• For wall buildings, also wall
rotations and coupling beam
rotations
Option #1: Response-history
structural analysis
Option #2: Statistically calibrated
predictive equations
Option #3: Modal analysis (soon)
EQ: 11122, Sacomp
(T=1sec): 1.02g
Deierlein, Haselton, Liel (Stanford University)
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© HB Risk Group
FEMA P-58: Component Damage
Step 3: Quantify component damage
First, establish what components are in the building. Types and quantities
of can be specified or estimated from building size and occupancy type
Windows Piping
Partitions Structural components
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We end up with a
list of component
types, quantities
and locations
FEMA P-58: Component Damage
Step 3: Quantify component damage
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Each component type has a
“fragility function” that
specifies the probability that
a structural demand causes
damage
FEMA P-58: Component Damage
Step 3: Quantify component damage
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FEMA P-58: Consequences of Damage
Fragility functions have been calibrated for hundreds of components from test
data, and repair cost and labor has been developed by cost estimators.
Cost per 100 ft. Labor per 100 ft.
Cracked wallboard $2,730 24 person-hours
Crushed gypsum wall $5,190 45 person-hours
Buckled studs $31,100 273 person-hoursThese are median values—each also has uncertainty
Step 4: Quantify consequences of the component damage
(component repair costs, repair times, etc.).
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FEMA P-58: Building-Level Consequences
Repair costs are the sum of component repair
costs (considering volume efficiencies)
Recovery time is aggregated from component
damage, but is more complex (mobilization,
staffing, construction sequencing, …)
Windows $26,892
Partitions $43,964
Piping $5,456
Structural
Components
$77,920
… …
Sum = $253,968
Step 5: Aggregate to building-level consequences
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FEMA P-58: Monte Carlo Simulations
For a given building and ground shaking intensity, repeat
the following steps 2,000-10,000 times!
1. Simulate each structural response parameter
2. Simulate damage to each component
3. Simulate repair costs and repair time for each
component
4. Aggregate to compute total repair cost and recovery
time
We can then look at the mean cost, 90th percentile, etc.
Step 5: Aggregate to building-level consequences
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FEMA P-58: Summary
Step 1: Site Hazard
• Soil and hazard curve
• Ground motions (if needed)
Step 2: Structural Responses
• Option #1: Structural analysis
• Option #2: Predictive equations
Step 3: Damage Prediction
• Contents
• Fragility curves
Step 4: Loss Estimation (loss
curves) and other consequences
Step 5: Aggregate to
building-level
consequences
Thousands of Monte Carlo
simulations
The simulations provide
detailed statistical
information on building
performance.
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© HB Risk Group
FEMA P-58: Summary
Step 1: Site Hazard
• Soil and hazard curve
• Ground motions (if needed)
Step 2: Structural Responses
• Option #1: Structural analysis
• Option #2: Predictive equations
Step 3: Damage Prediction
• Contents
• Fragility curves
Step 4: Loss Estimation (loss
curves) and other consequences
Typical Reactions:
Looks extremely
complicated!!!
Great method, but it’s a
Cadillac and I would
only use it for special
projects!!!
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Enabling SP3 Commercial Software
A barrier to widespread FEMA P-58 adoption has been related to
software and ease-of-use.
FEMA P-58 is a great methodology but FEMA is expressly not in the
business of maintaining software. Software has been barrier to adoption.
Need: To better enable use of FEMA P-58, a commercial-grade software
is needed.
In 2014, Jack Baker and Curt Haselton decide to fill this need by:
a) Creating user-friendly software to implement P-58. [released Dec. 2014]
b) Maintaining software over time (fragilities, etc.). [e.g. working on some
expansions to fragility library now]
c) Improving and extending the methodology in the future. [e.g. advanced
repair time estimates, enhanced method for structure responses, etc.]
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Enabling SP3 Commercial Software
Step 1: Site Hazard
• Soil and hazard curve
• Ground motions (if needed)
Step 2: Structural Responses
• Option #1: Structural analysis
• Option #2: Predictive equations
Step 3: Damage Prediction
• Contents
• Fragility curves
Step 4: Loss Estimation (repair
cost, repair time, etc.)
SP3 implements the
FEMA P-58 method,
plus a number of other
features.
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© HB Risk Group
Enabling SP3 Commercial Software
Step 1: Site Hazard
• Soil and hazard curve
• Ground motions (if needed)
Step 2: Structural Responses
• Option #1: Structural analysis
• Option #2: Predictive equations
Step 3: Damage Prediction
• Contents
• Fragility curves
Step 4: Loss Estimation (repair
cost, repair time, etc.)
USGS Soil and ground motion
database information embedded
Statistically-calibrated structural
response methods embedded
Full FEMA P-58 fragility database
embedded, building contents are
auto-populated (with FEMA P-58
methods and enhanced options)
Structure: Cloud-based computational platform, flexible reporting options
Two-level structure:
1) Use pre-populated values (Goal:
Analysis in hours rather than
weeks).
2) Modify inputs to dig deeper
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Why Does SP3 Exist?
The Goal: Enable widespread and mainstream use of
FEMA P-58 for building-specific seismic risk assessment.
The Intended Outcome: We believe that this better
understanding of risk will:
(a) facilitate design of more resilient buildings and
(b) enable better decision-making for both mortgage risk and
insurance risk.
The Strategy: Provide a software that enables these
assessments at a rapid pace, so it’s feasible to use for
nearly all projects (taking hours and not days or weeks).
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Current Status of SP3 Software
Focus for 2014: Create the initial v.1.0 SP3 tool.
Focuses for 2015-2016:
• To get started, put intentional focus on new resilient design and retrofit.
• Gain broad adoption in the structural engineering market (for design).
• Work with engineering users to comprehensively vet the SP3 tool.
• Secure $980,000 of funding for development.
• Do extensive streamlining of the tool to make the analysis process efficient
(done in an matter of hours), in order to enable broader use risk
assessments.
Extensions in 2017:
• Now that tool is vetted and streamlined (efficient), begin promoting this for
enhanced seismic risk assessment (e.g. PML+).
• Look to early-adopters for input on further development priorities.
• Further expand and improve the tool (in response to early-adopter users).
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8%
70%
16%
0%3% 3%
0% 0%0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
StructuralComponents
Partitions InteriorFinishes
Cladding Plumbingand HVAC
OtherComponents
Collapse Residual Drift
Loss Contributions by Component Type for a 50 Year Ground Motion
Output Examples: Repair Cost
8-story concrete frame in Los Angeles
Loss Ratio = 0.04
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Output Examples: Repair Cost
8-story concrete frame in Los Angeles
37%32%
7%1% 1% 2% 1%
19%
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
StructuralComponents
Partitions InteriorFinishes
Cladding Plumbingand HVAC
OtherComponents
Collapse Residual Drift
Loss Contributions by Component Type for a 475 Year Ground Motion
Loss Ratio = 0.15
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Output Examples: Repair Cost
8-story concrete frame in Los Angeles
26%
12%
2% 2% 0% 1% 3%
54%
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
StructuralComponents
Partitions InteriorFinishes
Cladding Plumbingand HVAC
OtherComponents
Collapse Residual Drift
Loss Contributions by Component Type for a 2475 Year Ground Motion
Loss Ratio = 0.44
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FEMA P-58: Output Examples
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FEMA P-58: Output Examples
Average Repair Times (REDi, 2013):
0.8 0.9
3.5
0
2
4
6
8
10
12
14
REDi Re-Occupancy REDi Functional Recovery REDi Full Recovery
MO
NT
HS
Repair Time Output at a 43 Year Earthquake
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© HB Risk Group
FEMA P-58: Output Examples
Average Repair Times (REDi, 2013):
6.06.3
9.2
0
2
4
6
8
10
12
14
REDi Re-Occupancy REDi Functional Recovery REDi Full Recovery
MO
NT
HS
Repair Time Output at a 475 Year Earthquake
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© HB Risk Group
FEMA P-58: Output Examples
Average Repair Times (REDi, 2013):
10.711.0
13.1
0
2
4
6
8
10
12
14
REDi Re-Occupancy REDi Functional Recovery REDi Full Recovery
MO
NT
HS
Repair Time Output at a 2475 Year Earthquake
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© HB Risk Group
FEMA P-58: Output Examples
Average Repair Times (Figure Source: REDi, 2013):
10.711.0
13.1
0
2
4
6
8
10
12
14
REDi Re-Occupancy REDi Functional Recovery REDi Full Recovery
MO
NT
HS
Repair Time Output at a 2475 Year Earthquake
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© HB Risk Group
FEMA P-58: Output Examples
Safety (fatalities and injuries):
0.2
0.0 0.0 0.0
0.2
0.00.0
0.5
1.0
1.5
2.0
2.5
3.0
Injuries (FromFalling Hazards)
Fatalities (FromFalling Hazards)
Injuries (FromCollapse)
Fatalities (FromCollapse)
Total Injuries Total Fatalities
Mean Casualties at a 43 Year Earthquake
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FEMA P-58: Output Examples
Safety (fatalities and injuries):
1.3
0.0 0.0 0.0
1.3
0.00.0
0.5
1.0
1.5
2.0
2.5
3.0
Injuries (FromFalling Hazards)
Fatalities (FromFalling Hazards)
Injuries (FromCollapse)
Fatalities (FromCollapse)
Total Injuries Total Fatalities
Mean Casualties at a 475 Year Earthquake
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FEMA P-58: Output Examples
Safety (fatalities and injuries):
2.5
0.00.1
0.8
2.6
0.8
0.0
0.5
1.0
1.5
2.0
2.5
3.0
Injuries (FromFalling Hazards)
Fatalities (FromFalling Hazards)
Injuries (FromCollapse)
Fatalities (FromCollapse)
Total Injuries Total Fatalities
Mean Casualties at a 2475 Year Earthquake
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© HB Risk Group
The FEMA P-58 method
Enabling SP3 software
Recent innovative projects being done with P-
58/SP3
FEMA P-58 & SP3 for resilient design
FEMA P-58 & SP3 for seismic risk assessment
Plans for future work and development
Next Session:
Resilient design case study
Demo and training: Interactive resilient design using
FEMA P-58 and SP3
Agenda for this Session
39
© HB Risk Group
Mid-Presentation Stretch
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The FEMA P-58 method
Enabling SP3 software
Recent innovative projects being done with P-
58/SP3
FEMA P-58 & SP3 for resilient design
FEMA P-58 & SP3 for seismic risk assessment
Plans for future work and development
Next Session:
Resilient design case study
Demo and training: Interactive resilient design using
FEMA P-58 and SP3
Agenda for this Session
41
© HB Risk Group
Recent Innovative Resiliency/Risk Projects
In my book, these are exciting
times.
I am excited about what is
starting to be done with FEMA
P-58 for resilient design and
enhanced risk assessment.
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Building ratings and the U.S. Resiliency Council rating system:
• articulates FEMA P-58 results to star ratings (e.g. < 5% cost is 5-star).
• is useful to communicate performance simply (and my hope is that it
will lead to a push for more resilient design).
• is fully implemented in SP3 (SP3 will compute the rating).
Recent Innovative Resiliency/Risk Projects
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Building ratings and the REDi Rating System (also implemented in
SP3):
Recent Innovative Resiliency/Risk Projects
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Recent Innovative Resiliency/Risk Projects
New Design: Municipal Center (not named)
Figure Source: SOM/NYASE 2016 SEAOC presentation
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© HB Risk Group
Recent Innovative Resiliency/Risk Projects
New Design: Municipal Center (not named)
Figure Source: SOM/NYASE 2016 SEAOC presentation
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© HB Risk Group
Recent Innovative Resiliency/Risk Projects
New Design: Municipal Center (not named)
Figure Source: SOM/NYASE 2016 SEAOC presentation
Design Objectives (for design earthquake):• Safe (few or no injuries)
• Minimal repair cost (>5%)
• Minimal reoccupancy time (>1 week)
• Minimal functionality time (>1 month)
REDi: ~Gold Performance
USRC: 4-5 Star Performance
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Retrofit Projects: San Francisco, Sacramento, etc.
http://www.forell.com/pre-northridge/
What can I now do with FEMA P-58?
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Recent Innovative Resiliency/Risk Projects
Risk Assessments: Property Transaction Due-Diligence
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Recent Innovative Resiliency/Risk Projects
Risk Assessments: Detailed Assessments of High-Value Items
Risk to high-value content.
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Risk to high-value content.
Recent Innovative Resiliency/Risk Projects
Risk Assessments: Detailed Assessments of High-Value Items
Post-earthquake operability
of production facilitates.
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Recent Innovative Resiliency/Risk Projects
Assessments for Innovating Structural Systems
Figures: http://cenews.com/userfiles/image/SE1111_44.jpg, http://precast.org/wp-content/uploads/2010/09/defying_rubber_band.jpg
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Recent Innovative Resiliency/Risk Projects
Assessments for Innovating Structural Systems
Figures: http://img.archiexpo.com/images_ae/photo-g/55901-3675379.jpg
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© HB Risk Group
Recent Innovative Resiliency/Risk Projects
Assessments for Innovating Structural Systems
Figures: http://img.archiexpo.com/images_ae/photo-g/55901-3675379.jpg
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Assessments for Innovating Structural Systems
$10 M
$49 M
$0.7 M$3.4 M
$0
$10
$20
$30
$40
$50
$60
DBE MCE
RE
PA
IR C
OS
T (
MIL
$)Structural Repair Cost
CIP System
What can I now do with FEMA P-58?
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© HB Risk Group
The FEMA P-58 method
Enabling SP3 software
Recent innovative projects being done with P-
58/SP3
FEMA P-58 & SP3 for resilient design
FEMA P-58 & SP3 for seismic risk assessment
Plans for future work and development
Next Session:
Resilient design case study
Demo and training: Interactive resilient design using
FEMA P-58 and SP3
Agenda for this Session
56
© HB Risk Group
• Project: Municipal office building
• Building: Design a 10-story RC Wall (coupled core), office occupancy
• Design Objectives: USRC five-star performance in all categories
– Repair Cost < 5%
– Functional Recovery Time < 5 days
– Safety – high (low collapse, no/few injuries, good egress)
FEMA P-58 and SP3 for Resilient Design
Figure Source: SOM/NYASE 2016 SEAOC presentation
We will do this resilient design
example in Session 2 today.
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FEMA P-58 and SP3 for Due-Diligence
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FEMA P-58 provides a method that is:
• Comprehensive and credible ($12M, 10 years, 100+ developers)
• Transparent (open-source method for all to see)
• Building-specific (not just for building class)
• Standardized and repeatable (standard research-based databases
provide the foundation)
SP3 provides:
• A software that makes FEMA P-58 feasible at the rapid pace of due-
diligence projects (hours, not days or weeks).
• Easy access to the extensive FEMA P-58 building-specific risk
information accessible (SEL and SUL, but also detail on damaged
components driving your losses, repair time estimates, etc.).
FEMA P-58 and SP3 for Due-Diligence
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Currently in the PML market:
• There are many methods one can use for due-diligence: ST-Risk, SeismicCat, TZ, ATC-13, Hazus, etc.
• These current methods are a mix of judgment, experience, and some data.
• The risk assessment results will depend heavily on the method used.
Some people equate this current situation to the consumer credit rating arena.
In the past, there were many “credit scores.” To have a consistent basis for lending decisions, the credit industry decided to choose one, and they chose FICO.
Most agree that FEMA P-58 is superior to other available methods, and it has now been streamlined in the SP3 software (now quick to use).
Some are suggesting that the FEMA P-58 method become the “FICO Score” for the due-diligence arena.
FEMA P-58 and SP3 for Due-Diligence
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© HB Risk Group
The FEMA P-58 method
Enabling SP3 software
Recent innovative projects being done with P-
58/SP3
FEMA P-58 & SP3 for resilient design
FEMA P-58 & SP3 for seismic risk assessment
Plans for future work and development
Next Session:
Resilient design case study
Demo and training: Interactive resilient design using
FEMA P-58 and SP3
Agenda for this Session
61
© HB Risk Group
The FEMA P-58 method and SP3 software are complete and ready for
use.
FEMA P-58 method and SP3 are being used increasingly in our
structural engineering industry for:
• New resilient design
• Retrofit projects
• PML and more advanced risk assessment We are also continuing further SP3
development with $980k from National Science
Foundation:
• Make the methods cover all structural systems
and conditions (already covers nearly all of them).
• Further streamline the analysis methods to
make the analysis quicker.
Future Develop. in Resiliency/Risk Assessment
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Cover all structural systems:
Future Develop. in Resiliency/Risk Assessment
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Cover all structural systems:
Future Develop. in Resiliency/Risk Assessment
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Streamline analysis with the enhanced Statistical Response
Method (to estimate structural responses without a complete
structural model)
Future Develop. in Resiliency/Risk Assessment
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© HB Risk Group
Streamline analysis with the enhanced Statistical Response
Method (to estimate structural responses without a complete
structural model)
Future Develop. in Resiliency/Risk Assessment
EQ: 11122, Sacomp
(T=1sec): 1.02g
Deierlein, Haselton, Liel (Stanford University)
66
© HB Risk Group
Streamline analysis with the enhanced Statistical Response
Method (to estimate structural responses without a complete
structural model)
Future Develop. in Resiliency/Risk Assessment
EQ: 11122, Sacomp
(T=1sec): 1.02g
Deierlein, Haselton, Liel (Stanford University)
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© HB Risk Group
Further SP3 software development
Future Develop. in Resiliency/Risk Assessment
SP3 Engine
SP3-
EngineeringSP3-PML
SP3 Fragility
Clearinghouse
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© HB Risk Group
The FEMA P-58 method
Enabling SP3 software
Recent innovative projects being done with P-
58/SP3
FEMA P-58 & SP3 for resilient design
FEMA P-58 & SP3 for seismic risk assessment
Plans for future work and development
Next Session:
Resilient design case study
Demo and training: Interactive resilient design
using FEMA P-58 and SP3
Agenda for this Session
69
© HB Risk Group
Questions and Discussion
Thank you for your time.
Our goal is to support adoption of resilience-based design and
risk assessment, and we welcome feedback and suggestions.
Time for questions and discussion!
Curt Haselton: [email protected], (530) 514-8980
Jack Baker: [email protected]
www.hbrisk.com