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Natural disasters:
Evaluation of losses and design of
structures
• BY:
• University of West Attica
• PRESENTED BY:
• Nikos Pnevmatikos
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Natural disasters
Quakes
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Natural disasters
Floods
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Natural disasters
Fires
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Natural disasters
Landslide
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Natural disasters
Tsunami
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Natural disasters
Hurricane
Tornado
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Natural disasters
Snow
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Natural disasters
coastal erosion
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Natural disasters
Cost,
Causalities
Increased? Maybe fake
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Natural disasters
Natural phenomena
or
Natural Hazards (intensity of Natural phenomena )
or
Natural disasters ? (damages in human environment )
12
Risk , R
R = H * V * E
Hazard Vulnerability
No of elements to
exposure
structural Non structural
Risk
13
Seismic Risk , R
R = H * V * E
Seismic hazard vulnerability
No of elements to
exposure
structural Non structural
Seismic Risk
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High seismic risk ≠ High seismic hazard
15
Seismic hazard
or seismicity
It is the probability that an earthquake will occur
within a certain period of time.
Deterministic
Stochastic
16
Deterministic
17
Stochastic
18
Vulnerability
Vulnerability is the tendency, the predisposition, of a structure to be
damaged due to a seismic action
19
Seismic loss estimation
Why ?
Can we do with accuracy ?
Only the god knows……. why we?
• For preparation
• For readiness
20
Seismic loss estimation
strategy
1st Step:
• Evaluation of seismic Hazard, activation scenario,
measurements, different time of day, …
• Griding of region.
• Usage of attenuation relationships suitable for region,
estimation of PGA for each grid point.
• Correcting for directivity phenomena, non linear behavior of
soil.
21
Seismic loss estimation
strategy
2nd Step:
• Recording of each type of construction (material, heigh,
static system, date of construction and design code) in each
grid square.
• Matching of every building type to the corresponding fragility
curve για κάθε τύπου κατασκευής της καμπύλης
θραυστότητας τους για συγκεκριμένα επίπεδα βλfor each
level of damage.
22
3rd step:
loss estimation
• No of damage buildings per damage category
• Cost
• Recovery time
• Injured - causalities
Seismic loss estimation
strategy
23
ag
Seismic loss estimation
strategy
25
Seismic loss estimation
strategy, software
26
ΛΟΓΙΣΜΙΚΟ ΟΡΓΑΝΙΣΜΟΣ ΠΡΟΣΒΑΣΙΜΟΤΗΤΑ
1. HAZUS FEMA ΟΧΙ
2. SELENA NORSAR ΑΝΟΙΚΤΟΥ ΚΩΔΙΚΑ
3. ELER Boğaziçi University, KOERI, NERIES ΕΚΤΕΛΕΣΙΜΗ ΜΟΡΦΗ
4. EQRM Geosience Australia ΑΝΟΙΚΤΟΥ ΚΩΔΙΚΑ
5. QLARM WARMERR ΟΧΙ
6. CEDIM Sergey Tyagunov ΟΧΙ
7. CAPRA World bank ΟΧΙ
8. RISKSCAPE GNS sience ΟΧΙ
9. LNECLOSS LNEC ΟΧΙ
10. MAEviz MAE center ΑΝΟΙΚΤΟΥ ΚΩΔΙΚΑ
11. OpenRisk SPA Risk LLc ΟΧΙ
12. DBELA Rose School/EUCENTRE ΟΧΙ
13. HAZ-TAIWAN ΟΧΙ
14. OpenQuake GEM ΑΝΟΙΚΤΟΥ ΚΩΔΙΚΑ
15. Syner - G Ευρωπαϊκό Πρόγραμμα Συνεργασίας ΑΝΟΙΚΤΟΥ ΚΩΔΙΚΑ
Seismic loss estimation
strategy, software
HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS
Earthquakes, Hurricanes, and Floods
Will Continue to Occur…
HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS
How can we plan to minimize
damage and loss of life to prevent
natural hazards from becoming
natural disasters?
Earthquakes, Hurricanes, and Floods
Will Continue to Occur…
HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS
What If Scenarios
What if a Hurricane occurred?
What if an Earthquake occurred?
What if a Flood occurred?
What if a Dam Breach occurred?
What if a Technological Hazard occurred?
HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS
HAZUS-MH: Features Physical
Impacts
Economic
Impacts
Social Impacts
 GIS Technology
 Nationwide Databases
 Nationally Standardized Loss
Estimation and Risk Assessment
Methodology
HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS
GIS Technology
 Spatial Relationships
 Layers
 Computations
HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS
GIS Technology
 Spatial Relationships
 Layers
 Computations
 Risk
Communication
 Risks
 Solutions
HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS
 Demographics – Population, Employment, Housing
 Building Stock – Residential, Commercial, Industrial
 Essential Facilities – Hospitals, Schools, Police Stations, Fire Stations
 Transportation – Highways, Bridges, Railways, Tunnels, Airports, Ports and
Harbors, Ferry Facilities
 Utilities – Waste Water, Potable Water, Oil, Gas, Electric Power,
Communication Facilities
 High Potential Loss Facilities – Dams and Levees, Nuclear Facilities,
Hazardous Material Sites, Military Installations
Nationwide Databases
HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS
Nationwide Databases
Non-Proprietary
Customizable
HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS
Nationally Standardized Loss
Estimation and Risk Assessment Methodology
 Engineering Analysis
 Hazard-Specific
Oversight
Committees
 Expert Practitioners
 Academics
 Non-Proprietary
 Well Documented
HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS
HAZUS-MH is for a study area of any size
 Region
 Community
 Neighborhood
 Individual
Site
HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS
Respond
HAZUS-MH and Risk Management
Prepare
Recover Mitigate
HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS
Where are the best locations for
shelters and do we have enough
space?
Where should we target
outreach activities?
Preparing for a Natural Hazard
What are our risks?
HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS
Where should we put our
resources to achieve
maximum benefit?
How much will this mitigation
strategy decrease our
losses?
Where are we in
our mitigation plan?
How have we progressed?
Mitigating the Effects of
a Natural Hazard
HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS
What hospitals were
damaged and where
should we take our
injured?
Responding to a Natural Hazard
How many
injuries do we
expect?
HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS
Recovering from a Natural Hazard
What is the demand
on recovery staff?
How much debris
do we have to
remove?
How much funding
does the community
need to request to
recover?
HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS
HAZUS-MH: Analysis Levels
InCAST – Inventory Collection
And Survey Tool
BIT – Building data Import Tool
FIT – Flood Information Tool
Level 1 and 2 analyses can usually be
performed by emergency services or
planning staff
Level 3 analysis typically
requires technical expertise
Parameter
Modification
HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS
HAZUS-MH: Models
HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS
Wood Construction
HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS
Direct Economic Losses
Greatest Economic
Losses
HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS
Damaged Highways and Schools
HAZUS MH — FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS
HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS
A Flood Study - Mecklenburg, NC
Study Results – Sugar Creek
 Support Adoption of
New Floodplain
Studies
 Saved the County
$74 Million Dollars in
Damage Reduction
Through Increased
Floodplain
Regulations
Current
Building
Inventory
Current
Building
Inventory
Future
Building
Inventory
1975 2000 2000
100%
400%
HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS
HAZUS Reaching Beyond
Natural Disasters
 ALOHA Dispersion
Modeling
 FLDWAV Dam
Breach Modeling
HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS
HAZUS: User Groups
HAZUS
USER GROUP
UTILITIES
PRIVATE
FEDERAL
STATE
GOVERNMENT
LABORATORIES
LOCAL
NONPROFIT
UNIVERSITIES
Facility Manager
Technical Experts
NONPROFIT
Red Cross
Technical Experts
Local Planners
Emergency
Response
Personnel
Legislative
Contacts
Medical Personnel
HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS
Summary
HAZUS-MH allows you to:
 IDENTIFY vulnerable areas that may require planning considerations
(e.g., land use or building code requirements)
 ASSESS the level of readiness and preparedness to deal with a disaster
before the disaster occurs
 ESTIMATE potential losses from specific hazard events, including pre-
event, near real-time, and post-event report capability
 DECIDE on how to allocate resources for the most effective and
efficient response and recovery
 PRIORITIZE the mitigation measures that need to be implemented to
reduce future losses
HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS
…helping develop, implement, and track
local and state risk assessment and
mitigation plans
HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS
Visit the HAZUS website:
http://www.fema.gov/hazus
http://www.hazus.org/
or email inquiries to:
hazus@fema.gov
Ken Wallace
FEMA Region III
Kenneth.C.Wallace@DHS.Gov
215.931.5723
HAZUS-MH Information
What is HAZUS-MH?
 It is an estimation tool, NOT a deterministic tool
 It is a planning tool, NOT an engineering tool
 Engineering-level data (i.e. Hydrology & Hydraulic studies) can be
input to increase accuracy, but results still produce planning-level
estimations
 It also assesses population needs related to
emergency management
 It also allows users to compare results from different
study case scenarios, including mitigation actions
HAZUS-MH is a planning tool that estimates
damage and losses resulting from natural hazards
HAZUS-MH is an empirical model based on observation and experiment
www.THMP.info
H & H
Texas Hazard
Mitigation Package
(THMP)
Identification Tool
HAZUS
Loss Estimation Tool
 Local Hydrology & Hydraulic
Studies
 H & H specific
applications
Engineering Tools
& Data
Highly Accurate
(more expensive)
Easy to Use
(less expensive)
HAZUS-MH: Family of Products
 Models
HAZUS-MH is a multi-hazard (MH) application
Flood, Hurricane (Wind), Earthquake
 Data Integration Tools
• Inventory Collection And Survey Tool (InCAST)
• Building Import Tool (BIT)
• * Flood Information Tool (FIT)
 Linkage to 3rd-party Models
• Areal Locations of Hazardous Atmospheres (ALOHA)
• Flood Waves (FLDWAV)
HAZUS-MH: Technical Components
 Software: Custom GIS (geographic information system)
 Runs on ESRI products; ArcGIS and Spatial Analyst
• ESRI products must be acquired separately
 Spatial Analyst required for Flood Model only
• HAZUS-MH is free from FEMA <www.fema.gov/hazus>
 Current HAZUS-MH version (MR1) runs on ArcView 9.0
 Data: National data sets
 Inventory of assets (buildings, infrastructure, population/demographics, etc.)
• Users may modify data sets or model factors
• Users may add their own data
ArcGIS / ArcView &
Spatial Analyst
www.esri.com
HAZUS-MH: Technical Notes
 Operating System Requirements
 Windows XP SP1
 Windows 2000 SP1 – SP4
 GIS Requirements
 ArcGIS 9.0, SP1
 Spatial Analyst extension (Flood Model
only)
HAZUS-MH: Technical Requirements
From FEMA Web Site
ArcGIS and HAZUS require significant computing power and resources
(Computer hard disk space varies per dramatically per User)
HAZUS-MH: Methodology
5. Estimate Losses/Needs
4. Estimate Damage
3. Overlay Inventory
2. Define Flood Hazard
1. Define the Geographic Area
for Analysis
HAZUS-MH:
Models
FLOOD HURRICANE EARTHQUAKE
HAZUS-MH: Methodology
MODEL
Flood
Hurricane/Wind
Earthquake
Hazard
Inventory
Building Stock
Essential Facilities
High Potential Loss Facilities
Transportation
Utilities
Hazardous Materials
Demographics/Population
Agricultural Products
Vehicles
PARAMETERS & SCHEMES
Economic
Social
Functionality
System
Performance
Direct Loss
Business
Interruption
Shelter
Casualties
Essential
Facilities
Emergency
Response
Power
Transportation
Transportation
Utilities
Water
Damage
Assessment
Loss
Estimation
RESULTS
ANALYSIS
INVENTORY
Buildings
Infrastructure
Population
Land Use
DIRECT DAMAGE
General Building Stock
Essential Facilities
High Potential Loss Facilities
Transportation Facilities
Lifelines
INDUCED DAMAGE
Fire Following Flood
Hazardous Materials Release
Debris Generation
INDIRECT LOSSES
DIRECT LOSSES
Cost of Repairs/Replacement
Income Loss
Crop Damage
Casualties
Shelter and Recovery Needs
Supply Shortages
Sales Decline
Opportunity Costs
Economic Loss
Frequency
Discharge
Depth/Elevation
Velocity
Duration
FLOOD HAZARD
HAZUS-MH Methodology
HAZUS-MH: Levels of Analysis
Community-specific
Damage Functions
Link HAZUS with
Hydraulic Model
Distribution of Terrain
0%
5%
10%
15%
20%
25%
30%
35%
40%
45%
O
p
e
n
/C
o
a
s
t
a
l
L
ig
h
t
S
u
b
u
r
b
.
M
e
d
.
S
u
b
u
r
b
.
D
e
n
s
e
S
u
b
u
r
b
.
U
r
b
a
n
Percentage
of
Area
Damage
Flood Depth
Level 1
Modify Building
Inventory
FIT (add local H & H)
Number of Buildings by Specific Occupancy
0
20
40
60
80
100
120
RES1 RES2 RES3 RES4 RES5 RES6
Building
Count
Level 1
Level 2
(most users)
Level 3
User Modified
Data
Applications in Mitigation Planning &
Emergency Management
HAZUS-MH
Response &
Recovery
Loss
Reduction
(Mitigation)
Emergency
Preparedness
HAZUS Applications:
Emergency Preparedness
 Develop emergency response plans
• Temporary housing
• Debris removal
• Emergency power and water
• Emergency medical services
• Evacuation/emergency route clearance
 Organize response exercises
 Mitigation Assessment
• Identify ‘at-risk’ communities
 Mitigation Measures
• Strengthen existing structures
• Strengthen window/door openings and siding
 Mitigation Programs
• Adopt and enforce hazard-resistant building codes
• Land use planning
HAZUS Applications:
Mitigation
 Post-disaster damage assessment and ground-
truthing
 Response planning for critical transportation
outages
 Identify critical infrastructure
 Recovery action planning
 Long-term economic recovery planning
HAZUS Applications:
Response and Recovery
Benefit Summary
 HAZUS-MH allows user to:
• IDENTIFY vulnerable areas that may require planning
considerations
• ASSESS level of readiness and preparedness to deal
with a disaster before disaster occurs
• ESTIMATE potential losses from specific hazard events
(before or after a disaster hits)
• DECIDE on how to allocate resources for most effective
and efficient response and recovery
• PRIORITIZE mitigation measures that need to be
implemented to reduce future losses (what if)
FEMA: Ordering HAZUS
• HAZUS-MH Overview
• Brochures/Materials
• Order Information
• Application Case Studies
• National Conference Info
• FEMA/EMI Training Schedule
• General Contact Info
• Technical Support/FAQ’s
www.fema.gov/hazus
Flood Hazard Model
1.Define
Topography
RIVERINE
COASTAL
2. Generate
Stream
Network
3. Define
Study Case
4. Run
Hydrology
Segment
Shoreline
Enter
100-yr
Elevation
5. Compute
Hazard
Initial Step: Create/Open Study Region
Final Step: Run Analysis & View Results
Initial Step:
Create a Study Region
Inventory
Square Footage
Inventory
Dollar Exposure
Flood Water Elevation
- Ground Elevation
= Flood Depth
HAZUS computes:
• Floodplain Boundary
• *Flood Depth Grid*
Flood Hazard
Vertical Datum: Sea Level
Normal Water Elevation
(main channel)
Floodplain Boundary
Flood Water
Elevation
1. Define Topography
2. Generate Stream Network
3. Select a Study Case
4. Run Hydrology
5. Compute Hazard
(Run Hydraulics)
Final Step:
Run Analysis
View Results
by Results Table
View Results
by Map
View Results
by Attribute Table
REMEMBER! units are in thousands of dollars (derived from HAZUS Tables)
View Results
by Summary Report
Development of Next-Generation Performance-Based Seismic Design Guidelines
ATC 58 Performance Assessment
Calculation Tool (PACT)
Development of Next-Generation Performance-Based Seismic Design Guidelines
What is PACT?
• PACT is intended to be an open-source, engineer-friendly,
software system coded entirely in VB 6.0 and Fortran.
• It is a small part of a very large effort
(ATC-58)
• PACT is an implementation of the PEER PBEE methodology
 Probability of
• Death
• Dollars
• Downtime
Only this one at this time
Development of Next-Generation Performance-Based Seismic Design Guidelines
What Goes Into PACT?
• PACT gathers and stores very Basic Building Information
 To the extent needed to define
• basic proportions (plan dimensions, story heights, perimeter length)
• Structural system
• Nonstructural systems and components
• Contents
• User specified correlation of damage for performance groups
(currently binary)
• Extent of other information needed is a function of user’s expertise
 Basic Assessment (very little, if any)
• Modification of default quantities
 Enhanced Assessment (from little to extensive)
• Specification of detailed quantities and repair costs
• Adding new and modifying existing performance groups and fragility functions
• Engineering Demand Parameters
 Estimates of story drifts and accelerations at each floor
• (H-Dir-1, H-Dir-2, and Non-directional)
Development of Next-Generation Performance-Based Seismic Design Guidelines
Performance Group Damage States and
Fragilities
Damage state
threshold
Required/
optional
Demand
parameter
i
DS
EDP
Median EDP
i
DS
EDP
Uncertainty,beta
i
DS

DS0 (no damage) Required
DS1 Optional
DS2 Optional
DS3 Optional
etc. Optional
DSj (complete
damage)
Required
Force or
displacement
demand from
structural analysis
Value of demand
for which the DS
has a 50% chance
of occurring (and
of not occurring)
Associated with
components only;
independent of IM
None
Complete
DS1 DS2 DS3 DSj
0
0.5
1.0
 
P i
DS DS

EDP
1
EDP 2
EDP 3
EDP j
EDP
  ln
1
P
i i
i
DS DS
EDP
DS DS EDP
EDP

 
 
 
    
 
 
 
 
None
Complete
DS1
DS1 DS2
DS2 DS3
DS3 DSj
DSj
0
0.5
1.0
 
P i
DS DS

EDP
1
EDP 2
EDP 3
EDP j
EDP
  ln
1
P
i i
i
DS DS
EDP
DS DS EDP
EDP

 
 
 
    
 
 
 
 
Development of Next-Generation Performance-Based Seismic Design Guidelines
Correlation of Damage
P(DS2)=0.60
P(DS2)=0.60
0 1 2 3 4 5 6 7 8
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
P(DS>=
DSi)
DS0 DS1 DS2 DS4
Interstory drift, %
EDPi
P(DS4)=0.07
P(DS4)=0.07
P(DS3)=0.26
P(DS3)=0.26
P(DS0)=0.07
Randomly generated horizontal
Development of Next-Generation Performance-Based Seismic Design Guidelines
What does PACT do with this information?
• PACT takes the basic building information provided and,
• a set of engineering demand parameters for the building (say results of 5, 10 or 20 nonlinear
dynamic response analyses for a given scenario or hazard level, PACT gathers and stores very
Basic Building Information and,
• It performs simulations using Cholesky Decomposition to generate 100s of realizations
• Based on these realizations, PACT generates probability of loss curves for the entire building, a
particular floor, a particular direction, or a single component.
• Results are presented in a uniform fashion across various levels of generalization and can be
saved and exported to Excel, text files, and various graphic formats.
• PACT is an XML based product and all of the input, intermediate, and output data is preserved in
a hierarchical format that can be retrieved, modified, and enhanced at any time.
Development of Next-Generation Performance-Based Seismic Design Guidelines
Performance Group Damage States and
Fragilities
Damage state
threshold
Required/
optional
Demand
parameter
i
DS
EDP
Median EDP
i
DS
EDP
Uncertainty,beta
i
DS

DS0 (no damage) Required
DS1 Optional
DS2 Optional
DS3 Optional
etc. Optional
DSj (complete
damage)
Required
Force or
displacement
demand from
structural analysis
Value of demand
for which the DS
has a 50% chance
of occurring (and
of not occurring)
Associated with
components only;
independent of IM
None
Complete
DS1 DS2 DS3 DSj
0
0.5
1.0
 
P i
DS DS

EDP
1
EDP 2
EDP 3
EDP j
EDP
  ln
1
P
i i
i
DS DS
EDP
DS DS EDP
EDP

 
 
 
    
 
 
 
 
None
Complete
DS1
DS1 DS2
DS2 DS3
DS3 DSj
DSj
0
0.5
1.0
 
P i
DS DS

EDP
1
EDP 2
EDP 3
EDP j
EDP
  ln
1
P
i i
i
DS DS
EDP
DS DS EDP
EDP

 
 
 
    
 
 
 
 
Development of Next-Generation Performance-Based Seismic Design Guidelines
Correlation of Damage
P(DS2)=0.60
P(DS2)=0.60
0 1 2 3 4 5 6 7 8
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
P(DS>=
DSi)
DS0 DS1 DS2 DS4
Interstory drift, %
EDPi
P(DS4)=0.07
P(DS4)=0.07
P(DS3)=0.26
P(DS3)=0.26
P(DS0)=0.07
Randomly generated horizontal
Development of Next-Generation Performance-Based Seismic Design Guidelines
Let us take a look at it!
Viewer Discretion Is Advised
PACT is a product still under development and every thing about it changes
several times everyday.
What I show you is basically the “Enhanced Assessment Option.” I comment on
where and how the “Basic Assessment Option would be different
For complete legal jargon, see me after this session.
We have the informed consent of the audience. Proceed!
Development of Next-Generation Performance-Based Seismic Design Guidelines
A demonstration of PACT as is
now
Development of Next-Generation Performance-Based Seismic Design Guidelines
PACT Analysis Types
• Intensity-based assessments
 what are the chances of losses of given amount, if the building is
subjected to ground motion of specific intensity?
• Scenario-based assessments
 what are the chances of experiencing more than $10M damage from
a M6 on the San Andreas Fault?
• Time-based assessment
 what are the chances of losses exceeding a given amount, over a
given time period?
Development of Next-Generation Performance-Based Seismic Design Guidelines
Time-based Assessment
• You already saw
how intensity and
scenario based
assessments are
done.
• For time-based
assessment, the
user is asked to
upload or enter a
hazard curve.
Development of Next-Generation Performance-Based Seismic Design Guidelines
Time-based Assessment
• Then the user is asked to
associate a set of previous
runs with particular points
on the hazard curve.
• PACT then performs
integrations generating a
loss surface and
annualized loss curves.
• Annualized loss curves
may be combined and
manipulated exactly as
other loss curves.
0.5 1 1.5 2 2.5 3 3.5 4
0
0.05
0.1
0.15
0.2
0.25
Capital losses ($M)
Annual probability of
being exceeded
Annualized loss before
retrofit= $100k
Annualized loss after
retrofit= $60k
0.5 1 1.5 2 2.5 3 3.5 4
0
0.05
0.1
0.15
0.2
0.25
Capital losses ($M)
Annual probability of
being exceeded
Annualized loss before
retrofit= $100k
Annualized loss after
retrofit= $60k
Overview of CAPRA
Carlos Avelar
carlos_avelar@ern.com.mx
• Promoted by the World Bank.
• Technical development and assistance by the
Consortium ERN.
• Applied for: Central America (El Salvador, Guatemala,
Honduras, Costa Rica, Nicaragua, Belize, Panama),
Colombia, Chile, Peru, Bolivia and Mexico.
• Actually in development for Pakistan.
• Previous trainings in India, Thailand, Nepal, among
others.
103
Disaster Risk Information Platform for use in
decision-making that is based on a unified
methodology and tools for evaluating and
expressing disaster risk.
CAPRA was developed by experts to consolidate
hazard and risk assessment methodologies and
raise risk management.
Risk management
 Prevention and mitigation
 Emergency response
 Reconstruction and rehabilitation
 Financial protection
DATA AND KNOWLEDGE FOR DECISION MAKING
Probabilistic risk modeling
104
Prevention Mitigation Evaluation
Mexico City Earthquake - 1985 Kobe Earthquake -1995
Application 1
Application 1
Application 1
Application 1
Loss Estimation
Economic Human
Exposure
Applications
Physical
Damage
Probabilistic Risk Assessment
Risk analysis methodology
Hazard
Vulnerability
105
Probabilistic Hazard Estimation
Specific models
Specific information for hazard estimation
Hazard
Exposure
Specific information for exposure representation
Exposure
106
Vulnerability estimation
Specific models
Specific information for vulnerability estimation
Vulnerability
Probabilistic Risk Assessment
CAPRA
Exposure
Hazard Vulnerability
107
f (Hazard, Vulnerability, $) = Risk
H V R
$
f (Hazard, Vulnerability, $) = Risk
H V R
$
108
f (Hazard, Vulnerability, $) = Risk
H V R
$
f (Hazard, Vulnerability, $) = Risk
H V R
$
109
HAZARDS
Hail
Flood
Hurricane
Tsunami
Multi-hazard approach
Multi-disciplinary effort
PRIMARY HAZARD P. H. EFFECTS SECONDARY HAZARD S. H.
EFFECTS
(Intensity) (Intensity)
TSUNAMI
EARTHQUAKE
HURRICANE
RAINFALL
VOLCANO
Wind speed
Strom surge
Lava Flow
Pyroclastic
Flow
Ash fallout
Ground
Shaking
Flood depth
LANDSLIDE
Slope
instability
C
A
P
R
A
G
I
S
Precipitation
Precipitation
FLOOD
Flood depth
110
Probabilistic Risk Assessment
Hazard “temporality”
CAPRA Modules
CAPRA-Hazard
CAPRA-SIG
Format:
Hazard.ame
Risk estimation
111
TEMPORALITY
HAZARD
ANALYS
IS
TEMPORALITY
Hazard 1 2 3 4
Earthquake
(ground
aceleration)
Tsunami
Hurricane – Wind
Hurricane – Storm Surge
Hurricane - Rain
Rain (no hurricane)
Flood
Landslides
Volcano – Ash fall
Volcano – Piroclastic flows
Volcano – Lava flows
MAIN INITIATIVES
TECHNICAL ASSISTANCE PROJECTS (TAPs)
A TAP is a technical assistance process to provide training
on probabilistic hazard or disaster risk modeling using the
CAPRA platform, applied to a specific risk management
process or development program that contributes to the
definition of public policies and programs for disaster risk
reduction.
MAIN INITIATIVES
SOFTWARE MODULES
ERN developed a series of probabilistic hazard
evaluation applications, which can be used to
model the specific hazard of any region, in terms
of a set of stochastic events, characterized with an
annual occurrence rate.
The result is a set of grids, geographically
referenced, where the intensity values generated by
the occurrence of the hazardous event are saved
using 2 statistical moments: mean value and
standard deviation.
112
CRISIS
CRISIS is the CAPRA seismic and tsunami hazard module. It
allows the complete definition of a seismic model for probabilistic
hazard assessment, and the calculation of stochastic scenarios
for risk evaluation. CRISIS2007 was developed at the
Engineering Institute of the National University of Mexico
(UNAM), by M. Ordaz et al.
ERN-Flood
ERN-Flood allows the estimation of the flood depths on
any given region, based on a set of stochastic rainfall
scenarios.
113
ERN-Landslide
Is a software for landslide hazard modeling developed by ERN. Based
on the quantity and quality of the available information, users may select
between these hazard evaluation methodologies:
• Mora-Varhson's method
• Infinite slope method
• Newmark's method
CAPRA
CAPRA-GIS is a geographic information system developed by
ERN, which is oriented to probabilistic risk estimations.
CAPRA-GIS integrates hazard, exposure and vulnerability
information and perform the risk analysis.
114
www.ecapra.org
www.ecapra.org
115
Tutorials
Step by step example for the use of the different software modules
(hazard, vulnerability, risk).
www.ecapra.org
Example:
Average annual loss for earthquake
0 - 5
116
A
A
L
[
U
S
$
]
6 - 20
21 - 100
101 - 400
401 - 4,200
117
Seismic vulnerability assessment and loss
estimation in Cephalonia and Ithaca islands,
Greece, due to earthquake events
Quake 26-1-20014 , Μw=6.
Earthquake scenarios Μw : from 6 to 7
Geographic background of region based
on U.S.G.S. Global Vs-30 Map Server
(Default Vs-30 Grid).
Grand acceleration Akkar and Bommer
2007,
Step 1st : Seismic hazard estimation
118
Recorded PGA 0.39g
Estimated PGA 0.35g
Step 1st : Seismic hazard estimation
Seismic vulnerability assessment and loss
estimation in Cephalonia and Ithaca islands,
Greece, due to earthquake events
119
Έτος
κατασκευής
Υλικό Σχεδιασμός Διαμόρφωση Ονοματολογία
Μέχρι 1960 πέτρα Χωρίς κανονισμό M3wL
τούβλο
(αρωγής)
μπετόν
ΒΔ’59
πλαίσια με κανονικές
τοιχοπληρώσεις
RC31LL
1986-1995 μπετόν
ΒΔ’59 με
πρόσθετα άρθρα
μικτά συστήματα με
κανονικές
τοιχοπληρώσεις
RC41LΜ
>1995 μπετόν ΝΕΑΚ/ΕΑΚ2000
μικτά συστήματα με
κανονικές
τοιχοπληρώσεις
RC41LΗ
European Building Typology EU FP5 Risk UE program
Step 2nd : Vulnerability
Seismic vulnerability assessment and loss
estimation in Cephalonia and Ithaca islands,
Greece, due to earthquake events
120
(α) (β
Σχήμα 3α: Κατανομή κτιρίων ανάλογα με την ταξινόμηση
τους καθώς και ο συνολικός τους αριθμός.
Σχήμα 3β: Κατανομή του πληθυσμού
(α) (β)
Building distribution
Population distribution
Seismic vulnerability assessment and loss
estimation in Cephalonia and Ithaca islands,
Greece, due to earthquake events
121
0
0.2
0.4
0.6
0.8
1
0 0.01 0.02 0.03 0.04 0.05
P[ds/Sd]
Sd(m)
D1 D2
D3 D4
Μ3wL
βλάβες
0
0.2
0.4
0.6
0.8
1
0 0.1 0.2 0.3 0.4
P[ds/Sd]
Sd (m)
D1 D2
D3 D4
RC41LΜ
βλάβες
Seismic vulnerability assessment and loss
estimation in Cephalonia and Ithaca islands,
Greece, due to earthquake events
Step 2nd : Vulnerability
122
• Fragility curves of masonry building and reinforced
buildings in response spectrum displacement.
• Methods of calculation spectrum displacement from
PGA:
 Capacity Spectrum Method (CSM)
 Modified Acceleration-Displacement Response
Spectrum (MADRS) Method
 Reduction Factor Method (RFM)
 Coefficient Method (CM)
Seismic vulnerability assessment and loss
estimation in Cephalonia and Ithaca islands,
Greece, due to earthquake events
Step 2nd : Vulnerability
123
Method MADRS
Επίπεδα βλαβών
Σύνολο
κτιρίων
Τυπολογία
κτιρίων
D1 D2 D3 D4
M3wL 1002 530 286 80 2382
RC31LL 5338 2699 18 1 16713
RC41LM 850 233 0 0 3641
RC41LH 381 26 0 0 7939
ΣΥΝΟΛΟ 7571 3488 304 81 30675
Seismic vulnerability assessment and loss
estimation in Cephalonia and Ithaca islands,
Greece, due to earthquake events
Step 3rd : Seismic losses estimation
124
No of Buildings in DL3 for all Methods
Μέθοδοι στοχευμένης μετακίνησης
Τυπολογία
κτιρίων
CSM MADRS RMF CM
M3wL 305 286 42 496
RC31LL 14 18 0 162
RC41LM 0 0 0 14
RC41LH 0 0 0 0
ΣΥΝΟΛΟ 319 304 42 672
Seismic vulnerability assessment and loss
estimation in Cephalonia and Ithaca islands,
Greece, due to earthquake events
Step 3rd : Seismic losses estimation
125
42.07%
31.94%
23.35%
4.80%
24.68%
22.25%
16.15%
6.40%
0.33%
11.37%
8.65%
0.10%
0.00%
0.00%
0.73%
3.36%
0.01%
0.00%
0.00%
0.26%
M3wL
RC31LL
RC41LM
RC41LH
ΣΥΝΟΛΟ
D4 D3 D2 D1
Damage level
distribution for each
building category
Seismic vulnerability assessment and loss
estimation in Cephalonia and Ithaca islands,
Greece, due to earthquake events
126
13%
15%
92%
99%
71%
77%
8%
1%
11%
7%
5%
1%
0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100%
D1
D2
D3
D4
M3wL RC31LL RC41LM RC41LH
Damage buildings distribution for each damage level
Step 3rd : Seismic losses estimation
Seismic vulnerability assessment and loss
estimation in Cephalonia and Ithaca islands,
Greece, due to earthquake events
127
ΧΑΡΑΚΤΗΡΙΣΜΟΣ ΚΤΙΡΙΩΝ ΣΥΣΧΕΤΙΣΗ ΒΛΑΒΩΝ Di
ΠΡΑΣΙΝΑ D1+1/2 D2
ΚΙΤΡΙΝΑ (φέρουσα τοιχοποιία) 1/2D2
ΚΙΤΡΙΝΑ(οπλισμένο σκυρόδεμα) 1/2D2+1/2D3
KΟΚΚΙΝΑ (φέρουσα τοιχοποιία) D3+D4
KΟΚΚΙΝΑ(οπλισμένο σκυρόδεμα) 1/2D3+D4
Correlation of damage level to authorities damage category
(Δ.Α.Ε.Φ.Κ.)
Seismic vulnerability assessment and loss
estimation in Cephalonia and Ithaca islands,
Greece, due to earthquake events
Step 3rd : Seismic losses estimation
128
Comparison result in No of damaged buildings from ΕLER
software and authorities record (ΔΑΕΦΚ)
3663
1458
220
9315
1753
296
0 2000 4000 6000 8000 10000
Πράσινα
Κίτρινα
Κόκκινα Eler Level2 Δ.Α.Ε.Φ.Κ.
Seismic vulnerability assessment and loss
estimation in Cephalonia and Ithaca islands,
Greece, due to earthquake events
129
Comparison result in No of damaged buildings of masonry
and RC from ΕLER software and authorities record (ΔΑΕΦΚ)
86%
54%
85%
34%
3%
12%
14%
46%
15%
66%
97%
88%
0% 20% 40% 60% 80% 100%
Eler
Δ.Α.Ε.Φ.Κ.
Eler
Δ.Α.Ε.Φ.Κ.
Eler
Δ.Α.Ε.Φ.Κ.
ΠΡΑΣΙΝΑ
ΚΙΤΡΙΝΑ
ΚΟΚΚΙΝΑ
ΟΠΛΙΣΜΕΝΟ ΣΚΥΡΟΔΕΜΑ ΦΕΡΟΥΣΑ ΤΟΙΧΟΠΟΙΙΑ
Seismic vulnerability assessment and loss
estimation in Cephalonia and Ithaca islands,
Greece, due to earthquake events
130
D1-Sli=2%
D2-Mod=10%
D3-Ext=80%
D4-Com=100%
• Total cost estimated in 54.394.358€
• Total cost recorded from authorities (ΔΑΕΦΚ)
58.540.000€.
REPLACEMENT COST
900 Ευρώ /m2
Seismic vulnerability assessment and loss
estimation in Cephalonia and Ithaca islands,
Greece, due to earthquake events
131
(Source: HAZUS-MH
FEMA, 2003
pk the probability of a damage Dk occurrence
wsi,k the casualty rate considered for pk probability
psi the probability of suffering i- severity level
Seismic vulnerability assessment and loss
estimation in Cephalonia and Ithaca islands,
Greece, due to earthquake events
Injured and causalities estimations
Step 3rd : Seismic losses estimation
132
Casualty rates for Unreinforced Masonry Structures (HAZUS99)
Casualty rates for Unreinforced Masonry Structures (HAZUS-MH)
Injured and causalities estimations
Step 3rd : Seismic losses estimation
133
Σοβαρότητα
τραυματισμών
HAZUS_MH HAZUS_99 KOERI (2002)
S1 1 36 35
S2 6 5 11
S3 0 0 5
S4 2 0 5
Injured and causalities estimations
Step 3rd : Seismic losses estimation
Seismic vulnerability assessment and loss
estimation in Cephalonia and Ithaca islands,
Greece, due to earthquake events
134
M M3wL RC31LL RC41LM RC41LH
Κόστος €
x106
Ανθρ.απώλειες
S3+S4
6 1898 8056 1083 407 54 2
6,2 1901 9065 1795 2295 69 2
6,4 1997 10639 2033 3123 80 3
6,6 2033 11749 2350 3685 119 5
6,8 2128 13156 2605 4271 148 9
7 2305 13775 2785 4656 163 13
Seismic vulnerability assessment and loss
estimation in Cephalonia and Ithaca islands,
Greece, due to earthquake events
Losses for different level of earthquake
135
0
500
1000
1500
6 6.2 6.4 6.6 6.8 7
αριθμός
κτιρίων
μέγεθος σεισμού Μ
M3wL RC31LL RC41LM RC41LH
Κτιριακών απώλειες για βλάβες D3+D4 ( εκτεταμένες βλάβες
μαζί με τις καταρρεύσεις)
Losses for different level of earthquake
Seismic vulnerability assessment and loss
estimation in Cephalonia and Ithaca islands,
Greece, due to earthquake events
136
Αύξηση του κόστους αποκατάστασης τα επίπεδα βλαβών D3+D4
για όλα τα κτίρια ανάλογα με το μέγεθος του σεισμού σε
εκατομμύρια ευρώ.
10
60
110
160
210
5.8 6 6.2 6.4 6.6 6.8 7 7.2
μέγεθος σεισμού Μ
€ x106
Seismic vulnerability assessment and loss
estimation in Cephalonia and Ithaca islands,
Greece, due to earthquake events
137
0
2
4
6
8
10
12
14
5.5 6 6.5 7 7.5
αρθιθμός
τραυματιών
S3+S4
μέγεθος σεισμού Μ
Τραυματίες S3+S4 (άμεσα σε κίνδυνο τη ζωή, αν δεν αντιμετωπιστούν
γρήγορα και ακαριαίος θάνατος ή θανάσιμος τραυματισμός για όλα τα
επίπεδα βλαβών και για όλα τα κτίρια
Seismic vulnerability assessment and loss
estimation in Cephalonia and Ithaca islands,
Greece, due to earthquake events
138
0
0.2
0.4
0.6
0.8
1
P[DS/SD]
With
intervantions
Μ3wL
IM
Initial
Μ3wL
e.x. specrum acc. 0.41g without
intervention to 0.55 g with intervention
Innervation : Addition of diaphragm at roof
level of masonry and extra chainages
Cost: 12000 Euro/masonry building
Total cost: 18 million Euro
Loss estimations after retrofit pf masonry
Seismic vulnerability assessment and loss
estimation in Cephalonia and Ithaca islands,
Greece, due to earthquake events
Savings: 25 million € for an earthquake of magnitude Mw=6
53 million € for an earthquake of magnitude Mw=7
12/31/2023 139
12/31/2023 139
12/31/2023 139
Design of structures
for natural hazards
12/31/2023 140
12/31/2023 140
12/31/2023 140
Design of structures
for MULTI -hazards
Earthquake and
landslide
12/31/2023 141
12/31/2023 141
12/31/2023 141
Design of structures
for MULTI -hazards
Earthquake and
rocks fallen
12/31/2023 142
12/31/2023 142
12/31/2023 142
Design of structures
for MULTI -hazards
Earthquake and
fair
12/31/2023 143
12/31/2023 143
12/31/2023 143
Design of structures
for MULTI -hazards
Earthquake and
infrastructures
12/31/2023 144
12/31/2023 144
12/31/2023 144
Design of structures
for natural hazards

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Natural disasters_LOSS ESTIMATION .pptx

  • 1. 12/31/2023 1 12/31/2023 1 12/31/2023 1 Natural disasters: Evaluation of losses and design of structures • BY: • University of West Attica • PRESENTED BY: • Nikos Pnevmatikos
  • 2. 12/31/2023 2 12/31/2023 2 12/31/2023 2 Natural disasters Quakes
  • 3. 12/31/2023 3 12/31/2023 3 12/31/2023 3 Natural disasters Floods
  • 4. 12/31/2023 4 12/31/2023 4 12/31/2023 4 Natural disasters Fires
  • 5. 12/31/2023 5 12/31/2023 5 12/31/2023 5 Natural disasters Landslide
  • 6. 12/31/2023 6 12/31/2023 6 12/31/2023 6 Natural disasters Tsunami
  • 7. 12/31/2023 7 12/31/2023 7 12/31/2023 7 Natural disasters Hurricane Tornado
  • 8. 12/31/2023 8 12/31/2023 8 12/31/2023 8 Natural disasters Snow
  • 9. 12/31/2023 9 12/31/2023 9 12/31/2023 9 Natural disasters coastal erosion
  • 10. 12/31/2023 10 12/31/2023 10 12/31/2023 10 Natural disasters Cost, Causalities Increased? Maybe fake
  • 11. 12/31/2023 11 12/31/2023 11 12/31/2023 11 Natural disasters Natural phenomena or Natural Hazards (intensity of Natural phenomena ) or Natural disasters ? (damages in human environment )
  • 12. 12 Risk , R R = H * V * E Hazard Vulnerability No of elements to exposure structural Non structural Risk
  • 13. 13 Seismic Risk , R R = H * V * E Seismic hazard vulnerability No of elements to exposure structural Non structural Seismic Risk
  • 14. 12/31/2023 14 12/31/2023 14 High seismic risk ≠ High seismic hazard
  • 15. 15 Seismic hazard or seismicity It is the probability that an earthquake will occur within a certain period of time. Deterministic Stochastic
  • 18. 18 Vulnerability Vulnerability is the tendency, the predisposition, of a structure to be damaged due to a seismic action
  • 19. 19 Seismic loss estimation Why ? Can we do with accuracy ? Only the god knows……. why we? • For preparation • For readiness
  • 20. 20 Seismic loss estimation strategy 1st Step: • Evaluation of seismic Hazard, activation scenario, measurements, different time of day, … • Griding of region. • Usage of attenuation relationships suitable for region, estimation of PGA for each grid point. • Correcting for directivity phenomena, non linear behavior of soil.
  • 21. 21 Seismic loss estimation strategy 2nd Step: • Recording of each type of construction (material, heigh, static system, date of construction and design code) in each grid square. • Matching of every building type to the corresponding fragility curve για κάθε τύπου κατασκευής της καμπύλης θραυστότητας τους για συγκεκριμένα επίπεδα βλfor each level of damage.
  • 22. 22 3rd step: loss estimation • No of damage buildings per damage category • Cost • Recovery time • Injured - causalities Seismic loss estimation strategy
  • 25. 26 ΛΟΓΙΣΜΙΚΟ ΟΡΓΑΝΙΣΜΟΣ ΠΡΟΣΒΑΣΙΜΟΤΗΤΑ 1. HAZUS FEMA ΟΧΙ 2. SELENA NORSAR ΑΝΟΙΚΤΟΥ ΚΩΔΙΚΑ 3. ELER Boğaziçi University, KOERI, NERIES ΕΚΤΕΛΕΣΙΜΗ ΜΟΡΦΗ 4. EQRM Geosience Australia ΑΝΟΙΚΤΟΥ ΚΩΔΙΚΑ 5. QLARM WARMERR ΟΧΙ 6. CEDIM Sergey Tyagunov ΟΧΙ 7. CAPRA World bank ΟΧΙ 8. RISKSCAPE GNS sience ΟΧΙ 9. LNECLOSS LNEC ΟΧΙ 10. MAEviz MAE center ΑΝΟΙΚΤΟΥ ΚΩΔΙΚΑ 11. OpenRisk SPA Risk LLc ΟΧΙ 12. DBELA Rose School/EUCENTRE ΟΧΙ 13. HAZ-TAIWAN ΟΧΙ 14. OpenQuake GEM ΑΝΟΙΚΤΟΥ ΚΩΔΙΚΑ 15. Syner - G Ευρωπαϊκό Πρόγραμμα Συνεργασίας ΑΝΟΙΚΤΟΥ ΚΩΔΙΚΑ Seismic loss estimation strategy, software
  • 26.
  • 27. HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS Earthquakes, Hurricanes, and Floods Will Continue to Occur…
  • 28. HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS How can we plan to minimize damage and loss of life to prevent natural hazards from becoming natural disasters? Earthquakes, Hurricanes, and Floods Will Continue to Occur…
  • 29. HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS What If Scenarios What if a Hurricane occurred? What if an Earthquake occurred? What if a Flood occurred? What if a Dam Breach occurred? What if a Technological Hazard occurred?
  • 30. HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS HAZUS-MH: Features Physical Impacts Economic Impacts Social Impacts  GIS Technology  Nationwide Databases  Nationally Standardized Loss Estimation and Risk Assessment Methodology
  • 31. HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS GIS Technology  Spatial Relationships  Layers  Computations
  • 32. HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS GIS Technology  Spatial Relationships  Layers  Computations  Risk Communication  Risks  Solutions
  • 33. HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS  Demographics – Population, Employment, Housing  Building Stock – Residential, Commercial, Industrial  Essential Facilities – Hospitals, Schools, Police Stations, Fire Stations  Transportation – Highways, Bridges, Railways, Tunnels, Airports, Ports and Harbors, Ferry Facilities  Utilities – Waste Water, Potable Water, Oil, Gas, Electric Power, Communication Facilities  High Potential Loss Facilities – Dams and Levees, Nuclear Facilities, Hazardous Material Sites, Military Installations Nationwide Databases
  • 34. HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS Nationwide Databases Non-Proprietary Customizable
  • 35. HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS Nationally Standardized Loss Estimation and Risk Assessment Methodology  Engineering Analysis  Hazard-Specific Oversight Committees  Expert Practitioners  Academics  Non-Proprietary  Well Documented
  • 36. HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS HAZUS-MH is for a study area of any size  Region  Community  Neighborhood  Individual Site
  • 37. HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS Respond HAZUS-MH and Risk Management Prepare Recover Mitigate
  • 38. HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS Where are the best locations for shelters and do we have enough space? Where should we target outreach activities? Preparing for a Natural Hazard What are our risks?
  • 39. HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS Where should we put our resources to achieve maximum benefit? How much will this mitigation strategy decrease our losses? Where are we in our mitigation plan? How have we progressed? Mitigating the Effects of a Natural Hazard
  • 40. HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS What hospitals were damaged and where should we take our injured? Responding to a Natural Hazard How many injuries do we expect?
  • 41. HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS Recovering from a Natural Hazard What is the demand on recovery staff? How much debris do we have to remove? How much funding does the community need to request to recover?
  • 42. HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS HAZUS-MH: Analysis Levels InCAST – Inventory Collection And Survey Tool BIT – Building data Import Tool FIT – Flood Information Tool Level 1 and 2 analyses can usually be performed by emergency services or planning staff Level 3 analysis typically requires technical expertise Parameter Modification
  • 43. HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS HAZUS-MH: Models
  • 44. HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS Wood Construction
  • 45. HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS Direct Economic Losses Greatest Economic Losses
  • 46. HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS Damaged Highways and Schools HAZUS MH — FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS
  • 47. HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS A Flood Study - Mecklenburg, NC Study Results – Sugar Creek  Support Adoption of New Floodplain Studies  Saved the County $74 Million Dollars in Damage Reduction Through Increased Floodplain Regulations Current Building Inventory Current Building Inventory Future Building Inventory 1975 2000 2000 100% 400%
  • 48. HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS HAZUS Reaching Beyond Natural Disasters  ALOHA Dispersion Modeling  FLDWAV Dam Breach Modeling
  • 49. HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS HAZUS: User Groups HAZUS USER GROUP UTILITIES PRIVATE FEDERAL STATE GOVERNMENT LABORATORIES LOCAL NONPROFIT UNIVERSITIES Facility Manager Technical Experts NONPROFIT Red Cross Technical Experts Local Planners Emergency Response Personnel Legislative Contacts Medical Personnel
  • 50. HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS Summary HAZUS-MH allows you to:  IDENTIFY vulnerable areas that may require planning considerations (e.g., land use or building code requirements)  ASSESS the level of readiness and preparedness to deal with a disaster before the disaster occurs  ESTIMATE potential losses from specific hazard events, including pre- event, near real-time, and post-event report capability  DECIDE on how to allocate resources for the most effective and efficient response and recovery  PRIORITIZE the mitigation measures that need to be implemented to reduce future losses
  • 51. HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS …helping develop, implement, and track local and state risk assessment and mitigation plans
  • 52. HAZUS-MH: FEMA’S SOFTWARE PROGRAM FOR ESTIMATING POTENTIAL LOSSES FROM DISASTERS Visit the HAZUS website: http://www.fema.gov/hazus http://www.hazus.org/ or email inquiries to: hazus@fema.gov Ken Wallace FEMA Region III Kenneth.C.Wallace@DHS.Gov 215.931.5723 HAZUS-MH Information
  • 53. What is HAZUS-MH?  It is an estimation tool, NOT a deterministic tool  It is a planning tool, NOT an engineering tool  Engineering-level data (i.e. Hydrology & Hydraulic studies) can be input to increase accuracy, but results still produce planning-level estimations  It also assesses population needs related to emergency management  It also allows users to compare results from different study case scenarios, including mitigation actions HAZUS-MH is a planning tool that estimates damage and losses resulting from natural hazards HAZUS-MH is an empirical model based on observation and experiment
  • 54. www.THMP.info H & H Texas Hazard Mitigation Package (THMP) Identification Tool HAZUS Loss Estimation Tool  Local Hydrology & Hydraulic Studies  H & H specific applications Engineering Tools & Data Highly Accurate (more expensive) Easy to Use (less expensive)
  • 55. HAZUS-MH: Family of Products  Models HAZUS-MH is a multi-hazard (MH) application Flood, Hurricane (Wind), Earthquake  Data Integration Tools • Inventory Collection And Survey Tool (InCAST) • Building Import Tool (BIT) • * Flood Information Tool (FIT)  Linkage to 3rd-party Models • Areal Locations of Hazardous Atmospheres (ALOHA) • Flood Waves (FLDWAV)
  • 56. HAZUS-MH: Technical Components  Software: Custom GIS (geographic information system)  Runs on ESRI products; ArcGIS and Spatial Analyst • ESRI products must be acquired separately  Spatial Analyst required for Flood Model only • HAZUS-MH is free from FEMA <www.fema.gov/hazus>  Current HAZUS-MH version (MR1) runs on ArcView 9.0  Data: National data sets  Inventory of assets (buildings, infrastructure, population/demographics, etc.) • Users may modify data sets or model factors • Users may add their own data
  • 57. ArcGIS / ArcView & Spatial Analyst www.esri.com
  • 58. HAZUS-MH: Technical Notes  Operating System Requirements  Windows XP SP1  Windows 2000 SP1 – SP4  GIS Requirements  ArcGIS 9.0, SP1  Spatial Analyst extension (Flood Model only)
  • 59. HAZUS-MH: Technical Requirements From FEMA Web Site ArcGIS and HAZUS require significant computing power and resources (Computer hard disk space varies per dramatically per User)
  • 60. HAZUS-MH: Methodology 5. Estimate Losses/Needs 4. Estimate Damage 3. Overlay Inventory 2. Define Flood Hazard 1. Define the Geographic Area for Analysis
  • 62. HAZUS-MH: Methodology MODEL Flood Hurricane/Wind Earthquake Hazard Inventory Building Stock Essential Facilities High Potential Loss Facilities Transportation Utilities Hazardous Materials Demographics/Population Agricultural Products Vehicles PARAMETERS & SCHEMES Economic Social Functionality System Performance Direct Loss Business Interruption Shelter Casualties Essential Facilities Emergency Response Power Transportation Transportation Utilities Water Damage Assessment Loss Estimation RESULTS ANALYSIS
  • 63. INVENTORY Buildings Infrastructure Population Land Use DIRECT DAMAGE General Building Stock Essential Facilities High Potential Loss Facilities Transportation Facilities Lifelines INDUCED DAMAGE Fire Following Flood Hazardous Materials Release Debris Generation INDIRECT LOSSES DIRECT LOSSES Cost of Repairs/Replacement Income Loss Crop Damage Casualties Shelter and Recovery Needs Supply Shortages Sales Decline Opportunity Costs Economic Loss Frequency Discharge Depth/Elevation Velocity Duration FLOOD HAZARD HAZUS-MH Methodology
  • 64. HAZUS-MH: Levels of Analysis Community-specific Damage Functions Link HAZUS with Hydraulic Model Distribution of Terrain 0% 5% 10% 15% 20% 25% 30% 35% 40% 45% O p e n /C o a s t a l L ig h t S u b u r b . M e d . S u b u r b . D e n s e S u b u r b . U r b a n Percentage of Area Damage Flood Depth Level 1 Modify Building Inventory FIT (add local H & H) Number of Buildings by Specific Occupancy 0 20 40 60 80 100 120 RES1 RES2 RES3 RES4 RES5 RES6 Building Count Level 1 Level 2 (most users) Level 3 User Modified Data
  • 65. Applications in Mitigation Planning & Emergency Management HAZUS-MH Response & Recovery Loss Reduction (Mitigation) Emergency Preparedness
  • 66. HAZUS Applications: Emergency Preparedness  Develop emergency response plans • Temporary housing • Debris removal • Emergency power and water • Emergency medical services • Evacuation/emergency route clearance  Organize response exercises
  • 67.  Mitigation Assessment • Identify ‘at-risk’ communities  Mitigation Measures • Strengthen existing structures • Strengthen window/door openings and siding  Mitigation Programs • Adopt and enforce hazard-resistant building codes • Land use planning HAZUS Applications: Mitigation
  • 68.  Post-disaster damage assessment and ground- truthing  Response planning for critical transportation outages  Identify critical infrastructure  Recovery action planning  Long-term economic recovery planning HAZUS Applications: Response and Recovery
  • 69. Benefit Summary  HAZUS-MH allows user to: • IDENTIFY vulnerable areas that may require planning considerations • ASSESS level of readiness and preparedness to deal with a disaster before disaster occurs • ESTIMATE potential losses from specific hazard events (before or after a disaster hits) • DECIDE on how to allocate resources for most effective and efficient response and recovery • PRIORITIZE mitigation measures that need to be implemented to reduce future losses (what if)
  • 70. FEMA: Ordering HAZUS • HAZUS-MH Overview • Brochures/Materials • Order Information • Application Case Studies • National Conference Info • FEMA/EMI Training Schedule • General Contact Info • Technical Support/FAQ’s www.fema.gov/hazus
  • 71. Flood Hazard Model 1.Define Topography RIVERINE COASTAL 2. Generate Stream Network 3. Define Study Case 4. Run Hydrology Segment Shoreline Enter 100-yr Elevation 5. Compute Hazard Initial Step: Create/Open Study Region Final Step: Run Analysis & View Results
  • 72. Initial Step: Create a Study Region
  • 75. Flood Water Elevation - Ground Elevation = Flood Depth HAZUS computes: • Floodplain Boundary • *Flood Depth Grid* Flood Hazard Vertical Datum: Sea Level Normal Water Elevation (main channel) Floodplain Boundary Flood Water Elevation
  • 78. 3. Select a Study Case
  • 80. 5. Compute Hazard (Run Hydraulics)
  • 84. View Results by Attribute Table REMEMBER! units are in thousands of dollars (derived from HAZUS Tables)
  • 86. Development of Next-Generation Performance-Based Seismic Design Guidelines ATC 58 Performance Assessment Calculation Tool (PACT)
  • 87. Development of Next-Generation Performance-Based Seismic Design Guidelines What is PACT? • PACT is intended to be an open-source, engineer-friendly, software system coded entirely in VB 6.0 and Fortran. • It is a small part of a very large effort (ATC-58) • PACT is an implementation of the PEER PBEE methodology  Probability of • Death • Dollars • Downtime Only this one at this time
  • 88. Development of Next-Generation Performance-Based Seismic Design Guidelines What Goes Into PACT? • PACT gathers and stores very Basic Building Information  To the extent needed to define • basic proportions (plan dimensions, story heights, perimeter length) • Structural system • Nonstructural systems and components • Contents • User specified correlation of damage for performance groups (currently binary) • Extent of other information needed is a function of user’s expertise  Basic Assessment (very little, if any) • Modification of default quantities  Enhanced Assessment (from little to extensive) • Specification of detailed quantities and repair costs • Adding new and modifying existing performance groups and fragility functions • Engineering Demand Parameters  Estimates of story drifts and accelerations at each floor • (H-Dir-1, H-Dir-2, and Non-directional)
  • 89. Development of Next-Generation Performance-Based Seismic Design Guidelines Performance Group Damage States and Fragilities Damage state threshold Required/ optional Demand parameter i DS EDP Median EDP i DS EDP Uncertainty,beta i DS  DS0 (no damage) Required DS1 Optional DS2 Optional DS3 Optional etc. Optional DSj (complete damage) Required Force or displacement demand from structural analysis Value of demand for which the DS has a 50% chance of occurring (and of not occurring) Associated with components only; independent of IM None Complete DS1 DS2 DS3 DSj 0 0.5 1.0   P i DS DS  EDP 1 EDP 2 EDP 3 EDP j EDP   ln 1 P i i i DS DS EDP DS DS EDP EDP                     None Complete DS1 DS1 DS2 DS2 DS3 DS3 DSj DSj 0 0.5 1.0   P i DS DS  EDP 1 EDP 2 EDP 3 EDP j EDP   ln 1 P i i i DS DS EDP DS DS EDP EDP                    
  • 90. Development of Next-Generation Performance-Based Seismic Design Guidelines Correlation of Damage P(DS2)=0.60 P(DS2)=0.60 0 1 2 3 4 5 6 7 8 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 P(DS>= DSi) DS0 DS1 DS2 DS4 Interstory drift, % EDPi P(DS4)=0.07 P(DS4)=0.07 P(DS3)=0.26 P(DS3)=0.26 P(DS0)=0.07 Randomly generated horizontal
  • 91. Development of Next-Generation Performance-Based Seismic Design Guidelines What does PACT do with this information? • PACT takes the basic building information provided and, • a set of engineering demand parameters for the building (say results of 5, 10 or 20 nonlinear dynamic response analyses for a given scenario or hazard level, PACT gathers and stores very Basic Building Information and, • It performs simulations using Cholesky Decomposition to generate 100s of realizations • Based on these realizations, PACT generates probability of loss curves for the entire building, a particular floor, a particular direction, or a single component. • Results are presented in a uniform fashion across various levels of generalization and can be saved and exported to Excel, text files, and various graphic formats. • PACT is an XML based product and all of the input, intermediate, and output data is preserved in a hierarchical format that can be retrieved, modified, and enhanced at any time.
  • 92. Development of Next-Generation Performance-Based Seismic Design Guidelines Performance Group Damage States and Fragilities Damage state threshold Required/ optional Demand parameter i DS EDP Median EDP i DS EDP Uncertainty,beta i DS  DS0 (no damage) Required DS1 Optional DS2 Optional DS3 Optional etc. Optional DSj (complete damage) Required Force or displacement demand from structural analysis Value of demand for which the DS has a 50% chance of occurring (and of not occurring) Associated with components only; independent of IM None Complete DS1 DS2 DS3 DSj 0 0.5 1.0   P i DS DS  EDP 1 EDP 2 EDP 3 EDP j EDP   ln 1 P i i i DS DS EDP DS DS EDP EDP                     None Complete DS1 DS1 DS2 DS2 DS3 DS3 DSj DSj 0 0.5 1.0   P i DS DS  EDP 1 EDP 2 EDP 3 EDP j EDP   ln 1 P i i i DS DS EDP DS DS EDP EDP                    
  • 93. Development of Next-Generation Performance-Based Seismic Design Guidelines Correlation of Damage P(DS2)=0.60 P(DS2)=0.60 0 1 2 3 4 5 6 7 8 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 P(DS>= DSi) DS0 DS1 DS2 DS4 Interstory drift, % EDPi P(DS4)=0.07 P(DS4)=0.07 P(DS3)=0.26 P(DS3)=0.26 P(DS0)=0.07 Randomly generated horizontal
  • 94. Development of Next-Generation Performance-Based Seismic Design Guidelines Let us take a look at it! Viewer Discretion Is Advised PACT is a product still under development and every thing about it changes several times everyday. What I show you is basically the “Enhanced Assessment Option.” I comment on where and how the “Basic Assessment Option would be different For complete legal jargon, see me after this session. We have the informed consent of the audience. Proceed!
  • 95. Development of Next-Generation Performance-Based Seismic Design Guidelines A demonstration of PACT as is now
  • 96. Development of Next-Generation Performance-Based Seismic Design Guidelines PACT Analysis Types • Intensity-based assessments  what are the chances of losses of given amount, if the building is subjected to ground motion of specific intensity? • Scenario-based assessments  what are the chances of experiencing more than $10M damage from a M6 on the San Andreas Fault? • Time-based assessment  what are the chances of losses exceeding a given amount, over a given time period?
  • 97. Development of Next-Generation Performance-Based Seismic Design Guidelines Time-based Assessment • You already saw how intensity and scenario based assessments are done. • For time-based assessment, the user is asked to upload or enter a hazard curve.
  • 98. Development of Next-Generation Performance-Based Seismic Design Guidelines Time-based Assessment • Then the user is asked to associate a set of previous runs with particular points on the hazard curve. • PACT then performs integrations generating a loss surface and annualized loss curves. • Annualized loss curves may be combined and manipulated exactly as other loss curves. 0.5 1 1.5 2 2.5 3 3.5 4 0 0.05 0.1 0.15 0.2 0.25 Capital losses ($M) Annual probability of being exceeded Annualized loss before retrofit= $100k Annualized loss after retrofit= $60k 0.5 1 1.5 2 2.5 3 3.5 4 0 0.05 0.1 0.15 0.2 0.25 Capital losses ($M) Annual probability of being exceeded Annualized loss before retrofit= $100k Annualized loss after retrofit= $60k
  • 99. Overview of CAPRA Carlos Avelar carlos_avelar@ern.com.mx • Promoted by the World Bank. • Technical development and assistance by the Consortium ERN. • Applied for: Central America (El Salvador, Guatemala, Honduras, Costa Rica, Nicaragua, Belize, Panama), Colombia, Chile, Peru, Bolivia and Mexico. • Actually in development for Pakistan. • Previous trainings in India, Thailand, Nepal, among others. 103
  • 100. Disaster Risk Information Platform for use in decision-making that is based on a unified methodology and tools for evaluating and expressing disaster risk. CAPRA was developed by experts to consolidate hazard and risk assessment methodologies and raise risk management. Risk management  Prevention and mitigation  Emergency response  Reconstruction and rehabilitation  Financial protection DATA AND KNOWLEDGE FOR DECISION MAKING Probabilistic risk modeling 104
  • 101. Prevention Mitigation Evaluation Mexico City Earthquake - 1985 Kobe Earthquake -1995 Application 1 Application 1 Application 1 Application 1 Loss Estimation Economic Human Exposure Applications Physical Damage Probabilistic Risk Assessment Risk analysis methodology Hazard Vulnerability 105
  • 102. Probabilistic Hazard Estimation Specific models Specific information for hazard estimation Hazard Exposure Specific information for exposure representation Exposure 106
  • 103. Vulnerability estimation Specific models Specific information for vulnerability estimation Vulnerability Probabilistic Risk Assessment CAPRA Exposure Hazard Vulnerability 107
  • 104. f (Hazard, Vulnerability, $) = Risk H V R $ f (Hazard, Vulnerability, $) = Risk H V R $ 108
  • 105. f (Hazard, Vulnerability, $) = Risk H V R $ f (Hazard, Vulnerability, $) = Risk H V R $ 109
  • 106. HAZARDS Hail Flood Hurricane Tsunami Multi-hazard approach Multi-disciplinary effort PRIMARY HAZARD P. H. EFFECTS SECONDARY HAZARD S. H. EFFECTS (Intensity) (Intensity) TSUNAMI EARTHQUAKE HURRICANE RAINFALL VOLCANO Wind speed Strom surge Lava Flow Pyroclastic Flow Ash fallout Ground Shaking Flood depth LANDSLIDE Slope instability C A P R A G I S Precipitation Precipitation FLOOD Flood depth 110
  • 107. Probabilistic Risk Assessment Hazard “temporality” CAPRA Modules CAPRA-Hazard CAPRA-SIG Format: Hazard.ame Risk estimation 111 TEMPORALITY HAZARD ANALYS IS TEMPORALITY Hazard 1 2 3 4 Earthquake (ground aceleration) Tsunami Hurricane – Wind Hurricane – Storm Surge Hurricane - Rain Rain (no hurricane) Flood Landslides Volcano – Ash fall Volcano – Piroclastic flows Volcano – Lava flows
  • 108. MAIN INITIATIVES TECHNICAL ASSISTANCE PROJECTS (TAPs) A TAP is a technical assistance process to provide training on probabilistic hazard or disaster risk modeling using the CAPRA platform, applied to a specific risk management process or development program that contributes to the definition of public policies and programs for disaster risk reduction. MAIN INITIATIVES SOFTWARE MODULES ERN developed a series of probabilistic hazard evaluation applications, which can be used to model the specific hazard of any region, in terms of a set of stochastic events, characterized with an annual occurrence rate. The result is a set of grids, geographically referenced, where the intensity values generated by the occurrence of the hazardous event are saved using 2 statistical moments: mean value and standard deviation. 112
  • 109. CRISIS CRISIS is the CAPRA seismic and tsunami hazard module. It allows the complete definition of a seismic model for probabilistic hazard assessment, and the calculation of stochastic scenarios for risk evaluation. CRISIS2007 was developed at the Engineering Institute of the National University of Mexico (UNAM), by M. Ordaz et al. ERN-Flood ERN-Flood allows the estimation of the flood depths on any given region, based on a set of stochastic rainfall scenarios. 113
  • 110. ERN-Landslide Is a software for landslide hazard modeling developed by ERN. Based on the quantity and quality of the available information, users may select between these hazard evaluation methodologies: • Mora-Varhson's method • Infinite slope method • Newmark's method CAPRA CAPRA-GIS is a geographic information system developed by ERN, which is oriented to probabilistic risk estimations. CAPRA-GIS integrates hazard, exposure and vulnerability information and perform the risk analysis. 114
  • 112. Tutorials Step by step example for the use of the different software modules (hazard, vulnerability, risk). www.ecapra.org Example: Average annual loss for earthquake 0 - 5 116 A A L [ U S $ ] 6 - 20 21 - 100 101 - 400 401 - 4,200
  • 113. 117 Seismic vulnerability assessment and loss estimation in Cephalonia and Ithaca islands, Greece, due to earthquake events Quake 26-1-20014 , Μw=6. Earthquake scenarios Μw : from 6 to 7 Geographic background of region based on U.S.G.S. Global Vs-30 Map Server (Default Vs-30 Grid). Grand acceleration Akkar and Bommer 2007, Step 1st : Seismic hazard estimation
  • 114. 118 Recorded PGA 0.39g Estimated PGA 0.35g Step 1st : Seismic hazard estimation Seismic vulnerability assessment and loss estimation in Cephalonia and Ithaca islands, Greece, due to earthquake events
  • 115. 119 Έτος κατασκευής Υλικό Σχεδιασμός Διαμόρφωση Ονοματολογία Μέχρι 1960 πέτρα Χωρίς κανονισμό M3wL τούβλο (αρωγής) μπετόν ΒΔ’59 πλαίσια με κανονικές τοιχοπληρώσεις RC31LL 1986-1995 μπετόν ΒΔ’59 με πρόσθετα άρθρα μικτά συστήματα με κανονικές τοιχοπληρώσεις RC41LΜ >1995 μπετόν ΝΕΑΚ/ΕΑΚ2000 μικτά συστήματα με κανονικές τοιχοπληρώσεις RC41LΗ European Building Typology EU FP5 Risk UE program Step 2nd : Vulnerability Seismic vulnerability assessment and loss estimation in Cephalonia and Ithaca islands, Greece, due to earthquake events
  • 116. 120 (α) (β Σχήμα 3α: Κατανομή κτιρίων ανάλογα με την ταξινόμηση τους καθώς και ο συνολικός τους αριθμός. Σχήμα 3β: Κατανομή του πληθυσμού (α) (β) Building distribution Population distribution Seismic vulnerability assessment and loss estimation in Cephalonia and Ithaca islands, Greece, due to earthquake events
  • 117. 121 0 0.2 0.4 0.6 0.8 1 0 0.01 0.02 0.03 0.04 0.05 P[ds/Sd] Sd(m) D1 D2 D3 D4 Μ3wL βλάβες 0 0.2 0.4 0.6 0.8 1 0 0.1 0.2 0.3 0.4 P[ds/Sd] Sd (m) D1 D2 D3 D4 RC41LΜ βλάβες Seismic vulnerability assessment and loss estimation in Cephalonia and Ithaca islands, Greece, due to earthquake events Step 2nd : Vulnerability
  • 118. 122 • Fragility curves of masonry building and reinforced buildings in response spectrum displacement. • Methods of calculation spectrum displacement from PGA:  Capacity Spectrum Method (CSM)  Modified Acceleration-Displacement Response Spectrum (MADRS) Method  Reduction Factor Method (RFM)  Coefficient Method (CM) Seismic vulnerability assessment and loss estimation in Cephalonia and Ithaca islands, Greece, due to earthquake events Step 2nd : Vulnerability
  • 119. 123 Method MADRS Επίπεδα βλαβών Σύνολο κτιρίων Τυπολογία κτιρίων D1 D2 D3 D4 M3wL 1002 530 286 80 2382 RC31LL 5338 2699 18 1 16713 RC41LM 850 233 0 0 3641 RC41LH 381 26 0 0 7939 ΣΥΝΟΛΟ 7571 3488 304 81 30675 Seismic vulnerability assessment and loss estimation in Cephalonia and Ithaca islands, Greece, due to earthquake events Step 3rd : Seismic losses estimation
  • 120. 124 No of Buildings in DL3 for all Methods Μέθοδοι στοχευμένης μετακίνησης Τυπολογία κτιρίων CSM MADRS RMF CM M3wL 305 286 42 496 RC31LL 14 18 0 162 RC41LM 0 0 0 14 RC41LH 0 0 0 0 ΣΥΝΟΛΟ 319 304 42 672 Seismic vulnerability assessment and loss estimation in Cephalonia and Ithaca islands, Greece, due to earthquake events Step 3rd : Seismic losses estimation
  • 121. 125 42.07% 31.94% 23.35% 4.80% 24.68% 22.25% 16.15% 6.40% 0.33% 11.37% 8.65% 0.10% 0.00% 0.00% 0.73% 3.36% 0.01% 0.00% 0.00% 0.26% M3wL RC31LL RC41LM RC41LH ΣΥΝΟΛΟ D4 D3 D2 D1 Damage level distribution for each building category Seismic vulnerability assessment and loss estimation in Cephalonia and Ithaca islands, Greece, due to earthquake events
  • 122. 126 13% 15% 92% 99% 71% 77% 8% 1% 11% 7% 5% 1% 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% D1 D2 D3 D4 M3wL RC31LL RC41LM RC41LH Damage buildings distribution for each damage level Step 3rd : Seismic losses estimation Seismic vulnerability assessment and loss estimation in Cephalonia and Ithaca islands, Greece, due to earthquake events
  • 123. 127 ΧΑΡΑΚΤΗΡΙΣΜΟΣ ΚΤΙΡΙΩΝ ΣΥΣΧΕΤΙΣΗ ΒΛΑΒΩΝ Di ΠΡΑΣΙΝΑ D1+1/2 D2 ΚΙΤΡΙΝΑ (φέρουσα τοιχοποιία) 1/2D2 ΚΙΤΡΙΝΑ(οπλισμένο σκυρόδεμα) 1/2D2+1/2D3 KΟΚΚΙΝΑ (φέρουσα τοιχοποιία) D3+D4 KΟΚΚΙΝΑ(οπλισμένο σκυρόδεμα) 1/2D3+D4 Correlation of damage level to authorities damage category (Δ.Α.Ε.Φ.Κ.) Seismic vulnerability assessment and loss estimation in Cephalonia and Ithaca islands, Greece, due to earthquake events Step 3rd : Seismic losses estimation
  • 124. 128 Comparison result in No of damaged buildings from ΕLER software and authorities record (ΔΑΕΦΚ) 3663 1458 220 9315 1753 296 0 2000 4000 6000 8000 10000 Πράσινα Κίτρινα Κόκκινα Eler Level2 Δ.Α.Ε.Φ.Κ. Seismic vulnerability assessment and loss estimation in Cephalonia and Ithaca islands, Greece, due to earthquake events
  • 125. 129 Comparison result in No of damaged buildings of masonry and RC from ΕLER software and authorities record (ΔΑΕΦΚ) 86% 54% 85% 34% 3% 12% 14% 46% 15% 66% 97% 88% 0% 20% 40% 60% 80% 100% Eler Δ.Α.Ε.Φ.Κ. Eler Δ.Α.Ε.Φ.Κ. Eler Δ.Α.Ε.Φ.Κ. ΠΡΑΣΙΝΑ ΚΙΤΡΙΝΑ ΚΟΚΚΙΝΑ ΟΠΛΙΣΜΕΝΟ ΣΚΥΡΟΔΕΜΑ ΦΕΡΟΥΣΑ ΤΟΙΧΟΠΟΙΙΑ Seismic vulnerability assessment and loss estimation in Cephalonia and Ithaca islands, Greece, due to earthquake events
  • 126. 130 D1-Sli=2% D2-Mod=10% D3-Ext=80% D4-Com=100% • Total cost estimated in 54.394.358€ • Total cost recorded from authorities (ΔΑΕΦΚ) 58.540.000€. REPLACEMENT COST 900 Ευρώ /m2 Seismic vulnerability assessment and loss estimation in Cephalonia and Ithaca islands, Greece, due to earthquake events
  • 127. 131 (Source: HAZUS-MH FEMA, 2003 pk the probability of a damage Dk occurrence wsi,k the casualty rate considered for pk probability psi the probability of suffering i- severity level Seismic vulnerability assessment and loss estimation in Cephalonia and Ithaca islands, Greece, due to earthquake events Injured and causalities estimations Step 3rd : Seismic losses estimation
  • 128. 132 Casualty rates for Unreinforced Masonry Structures (HAZUS99) Casualty rates for Unreinforced Masonry Structures (HAZUS-MH) Injured and causalities estimations Step 3rd : Seismic losses estimation
  • 129. 133 Σοβαρότητα τραυματισμών HAZUS_MH HAZUS_99 KOERI (2002) S1 1 36 35 S2 6 5 11 S3 0 0 5 S4 2 0 5 Injured and causalities estimations Step 3rd : Seismic losses estimation Seismic vulnerability assessment and loss estimation in Cephalonia and Ithaca islands, Greece, due to earthquake events
  • 130. 134 M M3wL RC31LL RC41LM RC41LH Κόστος € x106 Ανθρ.απώλειες S3+S4 6 1898 8056 1083 407 54 2 6,2 1901 9065 1795 2295 69 2 6,4 1997 10639 2033 3123 80 3 6,6 2033 11749 2350 3685 119 5 6,8 2128 13156 2605 4271 148 9 7 2305 13775 2785 4656 163 13 Seismic vulnerability assessment and loss estimation in Cephalonia and Ithaca islands, Greece, due to earthquake events Losses for different level of earthquake
  • 131. 135 0 500 1000 1500 6 6.2 6.4 6.6 6.8 7 αριθμός κτιρίων μέγεθος σεισμού Μ M3wL RC31LL RC41LM RC41LH Κτιριακών απώλειες για βλάβες D3+D4 ( εκτεταμένες βλάβες μαζί με τις καταρρεύσεις) Losses for different level of earthquake Seismic vulnerability assessment and loss estimation in Cephalonia and Ithaca islands, Greece, due to earthquake events
  • 132. 136 Αύξηση του κόστους αποκατάστασης τα επίπεδα βλαβών D3+D4 για όλα τα κτίρια ανάλογα με το μέγεθος του σεισμού σε εκατομμύρια ευρώ. 10 60 110 160 210 5.8 6 6.2 6.4 6.6 6.8 7 7.2 μέγεθος σεισμού Μ € x106 Seismic vulnerability assessment and loss estimation in Cephalonia and Ithaca islands, Greece, due to earthquake events
  • 133. 137 0 2 4 6 8 10 12 14 5.5 6 6.5 7 7.5 αρθιθμός τραυματιών S3+S4 μέγεθος σεισμού Μ Τραυματίες S3+S4 (άμεσα σε κίνδυνο τη ζωή, αν δεν αντιμετωπιστούν γρήγορα και ακαριαίος θάνατος ή θανάσιμος τραυματισμός για όλα τα επίπεδα βλαβών και για όλα τα κτίρια Seismic vulnerability assessment and loss estimation in Cephalonia and Ithaca islands, Greece, due to earthquake events
  • 134. 138 0 0.2 0.4 0.6 0.8 1 P[DS/SD] With intervantions Μ3wL IM Initial Μ3wL e.x. specrum acc. 0.41g without intervention to 0.55 g with intervention Innervation : Addition of diaphragm at roof level of masonry and extra chainages Cost: 12000 Euro/masonry building Total cost: 18 million Euro Loss estimations after retrofit pf masonry Seismic vulnerability assessment and loss estimation in Cephalonia and Ithaca islands, Greece, due to earthquake events Savings: 25 million € for an earthquake of magnitude Mw=6 53 million € for an earthquake of magnitude Mw=7
  • 135. 12/31/2023 139 12/31/2023 139 12/31/2023 139 Design of structures for natural hazards
  • 136. 12/31/2023 140 12/31/2023 140 12/31/2023 140 Design of structures for MULTI -hazards Earthquake and landslide
  • 137. 12/31/2023 141 12/31/2023 141 12/31/2023 141 Design of structures for MULTI -hazards Earthquake and rocks fallen
  • 138. 12/31/2023 142 12/31/2023 142 12/31/2023 142 Design of structures for MULTI -hazards Earthquake and fair
  • 139. 12/31/2023 143 12/31/2023 143 12/31/2023 143 Design of structures for MULTI -hazards Earthquake and infrastructures
  • 140. 12/31/2023 144 12/31/2023 144 12/31/2023 144 Design of structures for natural hazards