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Str
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GER
www.stronger2012.com
Str
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GER
www.stronger2012.com
Academic research Industry research - R&D
University courses Professional courses
Big group Small group
StroNGER
Structures of the Next Generation – Energy harvesting and Resilience
C. Crosti, S.Arangio, F. Petrini, K. Gkoumas, F. Bontempi
Str
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GER
www.stronger2012.com
StroNGER – who we are
Franco Bontempi, PhD
StroNGER srl, Scientific Advisor
Prof. of Structural Analysis and Design
Sapienza University of Rome
Expertise:
- Fire Safety Engineering
- Forensic Engineering
Expertise:
- Structural Safety
- Structural Identification
Expertise:
- Wind-Structure interaction
- Performance Based Design
Chiara Crosti, PhD
StroNGER srl, CEO
Francesco Petrini, PhD
StroNGER srl,Vice Director
Stefania Arangio, PhD
StroNGER srl, Director
Konstantinos Gkoumas, PhD
StroNGER srl, Partner
Expertise:
- Structural robustness
- Energy Harvesting
StroNGER –Vision
“…. to provide, through innovation,
advanced products and services for a
sustainable and safe world.”
Prof. P. G. Malerba
Prof. F. Biondini
Prof. L. Sgambi
Prof. S. Manenti
Academic collaboration in ITALY
Prof.A. De Stefano
Prof. G. P. Cimellaro
Prof. J.Torero
Prof.A. Palmeri
Prof. J.R. Casas
Prof. M.A.N. Hendriks
Prof. L. Giuliani
Prof. U. Starossek
Prof. C. Gantes
Academic collaboration in EUROPE
Prof. M. Ghosn
Prof. E. Simiu
Dr. D. Duthinh
Prof. M. BarbatoProf. J. L. Beck
Prof. L.A. Bergman
Prof. J.C. Naito
Prof. P. Bocchini
Prof. D. Jauregui
Academic collaboration in the USA
Prof. Hui LI
Prof.Y.Q. Ni
Academic collaboration in CHINA
Active contacts with companies in the sector
1. Design, rehabilitation and optimization of structures and
infrastructures
2. Design for fire and explosion
3. Forensic engineering
4. Teaching activities
5. Research and development
Services
Services
1. Design, rehabilitation and optimization of structures and
infrastructures
Consulting activity for:
• The design and analysis of complex and strategic structures in steel, reinforced
concrete, masonry, precast elements or with innovative materials;
• Development of numerical finite element models of different scale and complexity;
• Pedestrian, highway and railway bridges;
• Tunnels and foundation works;
• Assessment of the safety and reliability of existing structures and design of the
rehabilitation interventions;
• Design and optimization of special structural components;
• Offshore and onshore wind turbines;
• Performance-based Wind Design and Performance-based Earthquake design;
• Structural Health Monitoring also with the integration of remote sensing data.
PRINCIPAL projects
Str
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GER
www.stronger2012.com
Review of the final design of the Messina Bridge
Str
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GER
www.stronger2012.com
Sgambi, L., Gkoumas, K., Bontempi, F. (2012) “Genetic Algorithms for the Dependability Assurance in the Design of a
Long Span Suspension Bridge”, Computer-Aided Civil and Infrastructure Engineering,Vol. 27, No. 9, pp. 655–675
Concessionaria per la progettazione, realizzazione e gestione del collegamento stabile tra la Sicilia e il Continente
Organismo di Diritto Pubblico
(Legge n° 1158 del 17 dicembre 1971, modificata dal D.Lgs n° 114 del 24 aprile 2003)
PONTE SULLO STRETTO DI MESSINA
Documento principale: INGEGNERIA – PROGETTAZIONE
DEFINITIVA ED ESECUTIVA
Titolo documento: Fondamenti Progettuali e Prestazioni Attese
per l’Opera d’Attraversamento
Codice documento: GCG.F.04.01
Data Emissione: 14 Gennaio 2005
BASISOFTHEDESIGN
&
EXPECTEDPERMORMANCES
Str
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GER
www.stronger2012.com
Sap 2000
www.francobontempi.org
Numerical analyses
Str
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GER
www.stronger2012.com
Structural design of an OWT farm
in the Manfredonia Gulf (Adriatic Sea)
Str
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GER
www.stronger2012.com
Analysis and Design of
Offshore Wind Turbines (OWT)
GLOBAL
STRUCTURAL
MODELING
DESIGN ENVIRONMENT
MODELING
Str
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GER
www.stronger2012.com
Analysis, design and optimization
of Diagrid high-rise buildings
Str
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GER
www.stronger2012.com
Original Structure:
Outrigger
Improved Structure:
Diagrid
Perimetral
Structure
Internal
Structure
Milana, G., Olmati, P., Gkoumas, K., Bontempi, F. (2015) “Ultimate capacity of diagrid systems for tall buildings in the
nominal configuration and the damaged state”, Periodica Polytechnica Civil Engineering,Vol.59,No. 3, pp. 381 - 391
(a) (b)
(c) (d)
Massa
d’acqua
Molle
alla Winklerx
y
z
Structural analysis of structures and infrastractures
for the operation of an aqueduct
Str
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GER
www.stronger2012.com
TATO Ø STATO 1
Damage assessment with the support of
remote sensing techniques
Dati DinSAR da:
Arangio, S., Calò, F., Di Mauro, M., Bonano, M., Marsella, M. & Manunta, M. (2014):An application of the SBAS-DInSAR technique for the
assessment of structural damage in the city of Rome, Structure and Infrastructure Engineering,Vol. 10, No. 11, pp. 1469-1483
Str
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GER
www.stronger2012.com
Vulnerability assessment of existing buildingsStr
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GER
www.stronger2012.com
Structural analysis for the use of innovative materials in the
restoration of a slab supporting a Roman mosaic
Str
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GER
www.stronger2012.com
Structural analysis of steel tunnel ribs
Str
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GER
www.stronger2012.com
Numerical simulation for an innovative connection
for rib supports of tunnels
Str
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GER
www.stronger2012.com
Testing of the connectionStr
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GER
www.stronger2012.com
Numerical analysis for the evaluation of the
performance of a connection between precast
elements in case of earthquake
Str
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GER
www.stronger2012.com
Numerical analysis for the evaluation of the
performance of a connection between precast
elements in case of earthquake
Str
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www.stronger2012.com
Modeling and optimization of connections between
precast elements
Str
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GER
www.stronger2012.com
STRAUS
ABAQUS ANSYS
STRAUS
7
Modeling and optimization of connections between
precast elements
Str
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www.stronger2012.com
2. Design for fire and explosion
Services
- Advanced numerical analysis for design against fire, blast and explosions;
- Vulnerability assessment of existing structures;
- Modeling of actions and loads by means of advanced software
CFD analysesStr
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GER
www.stronger2012.com
FEM analysesStr
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www.stronger2012.com
GAS explosion simulations
Pressure
Envelope
[barg]
yielding wall
unyielding wall
restaurant
kitchen
010103
bar
010103restaurant
bar
010102
-0.05
0.00
0.05
0.10
0.15
0.20
0.25
0.30
0.35
0.40
0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8
Pressure[barg]
time [ sec ]
P14 010101
P14 010102
P14 010103
Str
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GER
www.stronger2012.com
3) Forensic Engineering
- Technical consulting;
- Back analysis for the interpretation of structural failures and collapse of civil
structures;
- Advanced numerical modeling.
Services
Crosti, C. & Duthinh, D. (2014) “A nonlinear model for gusset plate connections, Engineering Structures,V. 62-
63, pp.135-147.
Collapse of the I-35W Bridge, Minneapolis,
Minnesota, 2007
Str
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GER
www.stronger2012.com
Collapse of a musical stage, Reggio Calabria, 2011Str
o N
GER
www.stronger2012.com
Back analysis of the collapse of a masonry building,
Barletta, 2011
Str
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GER
www.stronger2012.com
Assessment of the damage in a building due to the
collapse of the adjacent building in Subiaco, 2012
Str
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GER
www.stronger2012.com
4. Education and training activity
Education and training courses for Professional Engineers in the field of Civil and
Environmental Engineering:
- Fire Safety Design;
- Design against accidental actions;
- Numerical modeling;
- Steel structures;
- Performance-Based wind Design & Performance-Bases Earthquake Design;
- Codes and Standards.
Services
5. Research and development
StroNGER starts as an academic spin off and the Research and Development has an
important role. Stronger is active in collaborations as a SME partner in joint
research proposals.
A presentation that describes StroNGER and its expertise for Horizon 2020 calls is
downloadable at http://www.slideshare.net/StroNGER2012
The main topics are:
• Resilience assessment – Multihazard approach. StroNGER is developing methods
and quantitative indices for the assesment of the resilience of urban areas, also in
case of multiple actions as fire after an earthquake.
• Sustainability and Energy Harvesting. StroNGER is working on methodologies and
tools for harvesting energy from the vibrations of civil structures and
infrastructures.
Services
Assessment and enhancement
of the resilience of urban
areas including strategic
infrastructures.
WP7
Network Model
WP1
Hazard Scenarios
A number of Multiple-Hazard scenarios and
corresponding Intensity Measures (Ims) will be
generated
WP2 WP3
WP7
LocalLevel
Network
Level
- General rules for modeling large scale
infrastructure as a network by considering
interrelations between nodes and links.
- Application to a case study (university campus)
WP5
WP6
ASSESSMENT OPTIMIZATION
Sensor technology
- SHM and IAQ sensor
network data
- sensor steered model
for robustness
assessment
Demonstration
- Large scale fire test
for sensor calibration
(WP5) and validation
of models (WP1-2-3)
- Small scale multiple
hazard tests
1
% of rescued
PERFORMANCEPROTECTION
1 2
Local resilience indicators Network resilience indicators
2
Repair time evaluation
Structure performanceA
B
ASSESSMENTandMITIGATION
(Analysisforeachnodeandlink)
NetworkLevel
ROBUSTNESS & MITIGATION
CALIBRATIONand
VALIDATION
1
1 2
2
= ASSESSMENT – follow path 1 (1st stage analysis)
= ENHANCEMENT – follow path 2 (2st stage analysis)
1
2
Scenario output before mitigation
Scenario output after mitigation
Algorithm for assessment and enhancement of resilience
1
2
Recovery
E.g. Repair time
Damage
Action
Damage/Disservice
Load values
IM
A
IM
100 %
People safetyB
1
2
Quality
Indicator
Status of nodes and links
(no interaction)
A
Quality
Indicator
Interactions effects (quality drop)B
L0
i TR
i
Quality (network level)
Combination of local indicators
Indicator
L0 TR
Resilience ∞ 1 /A
C
Resistance
Damage
MDPA (bottom-up)A
Mitigation measuresB
2
1
ordinary
element
critical
element
Local resilience indicators are evaluated for
each node and Link and for each scenario
Network resilience indicators are evaluated for
each scenario
Updated resilience indicators
RESILIENCE OF THE ORIGINAL
INFRASTRUCTURE IS EVALUATED
1
IMPROVEMENT OF RESILIENCE
2
2
WP4
Optimization analysis - network level
Optimization of L0 and TR by
probabilistic-based algorithmsD
Decision
making and
allocation
of resources
among
structural and
non structural
mitigation
measures
1
---- = WP content
---- = comment
Quality
L0 = initial losses
TR = recovery time
2
2
1
R.I.S.E. Framework for the assessment and enhancement of the resilience
Str
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www.stronger2012.com
-- = ordinary node
= critical node in case of emergency---
= principal link (e.g. road)
HOSPITAL
HOUSE
AGGRGATE
MALL
SHOPPING
CENTEROFFICE
HOUSE
AGGRGATE
FIRE
DEPARTMENT
NUCLEAR
PLANT
HOSPITAL
HOUSE
AGGRGATE
MALL
SHOPPING
CENTEROFFICE
HOUSE
AGGRGATE
FIRE
DEPARTMENT
NUCLEAR
PLANT
= earthquake action
= blast action= fire action
Representation of a large infrastructure as a network of nodes and links
Nodes: relevant premises of the infrastructure Links: local and access roads, pipelines and supply
system
Initial losses
Recovery time:
• Resourcefulness
• Rapidity
Disasterstrikes
A
L0
(dQ/dt)0
LOCAL- LEVEL:
Contributeof the single
premise(e.g. hospital,
by considering the
interrelations with
proximity elements)
NETWORK- LEVEL:
- Convolution of the local-level contributes
dLi
Quantitative definition of Resilience (MCEER) R.I.S.E. Multiscale philosophy
Disaster strike --> Hazard
scenario
R.I.S.E. Framework for the assessment and enhancement of the resilience
Str
o N
GER
www.stronger2012.com
piezoTsensor
an advanced autonomous sensor for the temperature sensing
in building HVAC (Heating,Ventilation and Air Condition) systems
ServicesStr
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GER
www.stronger2012.com
www.piezotsensor.eu
EVENTS
Str
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GER
www.stronger2012.com
July 8-9 2010
EXPLOSIONS
http://www.francobontempi.org/handling.php
November 13-14 2008
FIRE
http://www.francobontempi.org/handling_08.php
Str
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GER
www.stronger2012.com
Events: 2010Str
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GER
www.stronger2012.com
Events: 2012Str
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SessionW1G: Special Session: FailureAnalysis & Forensic Structural Engineering
Organisers: Dr. S.Arangio & Dr. C. Crosti, Sapienza Univ. of Rome, Italy
BT 310 - Progressive Collapse and Structural Robustness: an International Perspective
Organisers :
Clay J. Naito,Ph.D., P.E.,Associate Professor and Associate Chair, Lehigh University
Konstantinos Gkoumas,Ph.D.,P.E.,Research Associate , Sapienza University of Rome
Events: 2013Str
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GER
www.stronger2012.com
Keywords: Performance-Based Design, Reliability-Based Design, Risk-Based Design, Natural and man-
made hazards, Uncertainty quantification
Michele Barbato
Associate Professor
Louisiana State University and
A&M College
Baton Rouge, LA 70803, USA
mbarbato@lsu.edu
Alessandro Palmeri
Senior Lecturer
Loughborough University
Sir Frank Gibb Building,
Loughborough LE11 3TU, UK
A.Palmeri@lboro.ac.uk
Francesco Petrini
Associate Researcher
Sapienza Università di Roma
Via Eudossiana 18
00184 Rome, ITALY
francesco.petrini@uniroma1.it
This mini-symposium provides the opportunity to present current research efforts and findings in the context of performance-
based, reliability-based, and risk-based design of engineering systems subjected to natural and man-made hazards. Contributions
addressing both theoretical developments and practical applications from different sub-fields of structural engineering (e.g.,
earthquake, wind, hurricane, fire, offshore, aerospace, blast engineering) are welcome
Str
o N
GER
www.stronger2012.com
Events: 2015Str
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GER
www.stronger2012.com
https://www.facebook.com/IFCRASC15
International Journal of Forensic Engineering 2016 Vol. 3 No. 1/2 Special Issue on New Trends and Findings in Forensic
Engineering - Guest Editors: Professor Nicola Augenti, Professor Franco Bontempi and Professor Bernardino Chiaia
StroNGER S.r.l.
Incubatore ITech
Via Giacomo Peroni 442-444
TecnopoloTiburtino – 00131
Roma (ITALY)
info@stronger2012.com

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StroNGER portfolio short

  • 2. Str o N GER www.stronger2012.com Academic research Industry research - R&D University courses Professional courses Big group Small group
  • 3. StroNGER Structures of the Next Generation – Energy harvesting and Resilience C. Crosti, S.Arangio, F. Petrini, K. Gkoumas, F. Bontempi Str o N GER www.stronger2012.com
  • 4. StroNGER – who we are Franco Bontempi, PhD StroNGER srl, Scientific Advisor Prof. of Structural Analysis and Design Sapienza University of Rome Expertise: - Fire Safety Engineering - Forensic Engineering Expertise: - Structural Safety - Structural Identification Expertise: - Wind-Structure interaction - Performance Based Design Chiara Crosti, PhD StroNGER srl, CEO Francesco Petrini, PhD StroNGER srl,Vice Director Stefania Arangio, PhD StroNGER srl, Director Konstantinos Gkoumas, PhD StroNGER srl, Partner Expertise: - Structural robustness - Energy Harvesting
  • 5. StroNGER –Vision “…. to provide, through innovation, advanced products and services for a sustainable and safe world.”
  • 6.
  • 7. Prof. P. G. Malerba Prof. F. Biondini Prof. L. Sgambi Prof. S. Manenti Academic collaboration in ITALY Prof.A. De Stefano Prof. G. P. Cimellaro
  • 8. Prof. J.Torero Prof.A. Palmeri Prof. J.R. Casas Prof. M.A.N. Hendriks Prof. L. Giuliani Prof. U. Starossek Prof. C. Gantes Academic collaboration in EUROPE
  • 9. Prof. M. Ghosn Prof. E. Simiu Dr. D. Duthinh Prof. M. BarbatoProf. J. L. Beck Prof. L.A. Bergman Prof. J.C. Naito Prof. P. Bocchini Prof. D. Jauregui Academic collaboration in the USA
  • 10. Prof. Hui LI Prof.Y.Q. Ni Academic collaboration in CHINA
  • 11. Active contacts with companies in the sector
  • 12. 1. Design, rehabilitation and optimization of structures and infrastructures 2. Design for fire and explosion 3. Forensic engineering 4. Teaching activities 5. Research and development Services
  • 13. Services 1. Design, rehabilitation and optimization of structures and infrastructures Consulting activity for: • The design and analysis of complex and strategic structures in steel, reinforced concrete, masonry, precast elements or with innovative materials; • Development of numerical finite element models of different scale and complexity; • Pedestrian, highway and railway bridges; • Tunnels and foundation works; • Assessment of the safety and reliability of existing structures and design of the rehabilitation interventions; • Design and optimization of special structural components; • Offshore and onshore wind turbines; • Performance-based Wind Design and Performance-based Earthquake design; • Structural Health Monitoring also with the integration of remote sensing data.
  • 15. Review of the final design of the Messina Bridge Str o N GER www.stronger2012.com Sgambi, L., Gkoumas, K., Bontempi, F. (2012) “Genetic Algorithms for the Dependability Assurance in the Design of a Long Span Suspension Bridge”, Computer-Aided Civil and Infrastructure Engineering,Vol. 27, No. 9, pp. 655–675
  • 16. Concessionaria per la progettazione, realizzazione e gestione del collegamento stabile tra la Sicilia e il Continente Organismo di Diritto Pubblico (Legge n° 1158 del 17 dicembre 1971, modificata dal D.Lgs n° 114 del 24 aprile 2003) PONTE SULLO STRETTO DI MESSINA Documento principale: INGEGNERIA – PROGETTAZIONE DEFINITIVA ED ESECUTIVA Titolo documento: Fondamenti Progettuali e Prestazioni Attese per l’Opera d’Attraversamento Codice documento: GCG.F.04.01 Data Emissione: 14 Gennaio 2005 BASISOFTHEDESIGN & EXPECTEDPERMORMANCES Str o N GER www.stronger2012.com
  • 19. Structural design of an OWT farm in the Manfredonia Gulf (Adriatic Sea) Str o N GER www.stronger2012.com
  • 20. Analysis and Design of Offshore Wind Turbines (OWT) GLOBAL STRUCTURAL MODELING DESIGN ENVIRONMENT MODELING Str o N GER www.stronger2012.com
  • 21. Analysis, design and optimization of Diagrid high-rise buildings Str o N GER www.stronger2012.com Original Structure: Outrigger Improved Structure: Diagrid Perimetral Structure Internal Structure Milana, G., Olmati, P., Gkoumas, K., Bontempi, F. (2015) “Ultimate capacity of diagrid systems for tall buildings in the nominal configuration and the damaged state”, Periodica Polytechnica Civil Engineering,Vol.59,No. 3, pp. 381 - 391
  • 22. (a) (b) (c) (d) Massa d’acqua Molle alla Winklerx y z Structural analysis of structures and infrastractures for the operation of an aqueduct Str o N GER www.stronger2012.com
  • 23. TATO Ø STATO 1 Damage assessment with the support of remote sensing techniques Dati DinSAR da: Arangio, S., Calò, F., Di Mauro, M., Bonano, M., Marsella, M. & Manunta, M. (2014):An application of the SBAS-DInSAR technique for the assessment of structural damage in the city of Rome, Structure and Infrastructure Engineering,Vol. 10, No. 11, pp. 1469-1483 Str o N GER www.stronger2012.com
  • 24. Vulnerability assessment of existing buildingsStr o N GER www.stronger2012.com
  • 25. Structural analysis for the use of innovative materials in the restoration of a slab supporting a Roman mosaic Str o N GER www.stronger2012.com
  • 26. Structural analysis of steel tunnel ribs Str o N GER www.stronger2012.com
  • 27. Numerical simulation for an innovative connection for rib supports of tunnels Str o N GER www.stronger2012.com
  • 28. Testing of the connectionStr o N GER www.stronger2012.com
  • 29. Numerical analysis for the evaluation of the performance of a connection between precast elements in case of earthquake Str o N GER www.stronger2012.com
  • 30. Numerical analysis for the evaluation of the performance of a connection between precast elements in case of earthquake Str o N GER www.stronger2012.com
  • 31. Modeling and optimization of connections between precast elements Str o N GER www.stronger2012.com
  • 32. STRAUS ABAQUS ANSYS STRAUS 7 Modeling and optimization of connections between precast elements Str o N GER www.stronger2012.com
  • 33. 2. Design for fire and explosion Services - Advanced numerical analysis for design against fire, blast and explosions; - Vulnerability assessment of existing structures; - Modeling of actions and loads by means of advanced software
  • 36. GAS explosion simulations Pressure Envelope [barg] yielding wall unyielding wall restaurant kitchen 010103 bar 010103restaurant bar 010102 -0.05 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 Pressure[barg] time [ sec ] P14 010101 P14 010102 P14 010103 Str o N GER www.stronger2012.com
  • 37. 3) Forensic Engineering - Technical consulting; - Back analysis for the interpretation of structural failures and collapse of civil structures; - Advanced numerical modeling. Services
  • 38. Crosti, C. & Duthinh, D. (2014) “A nonlinear model for gusset plate connections, Engineering Structures,V. 62- 63, pp.135-147. Collapse of the I-35W Bridge, Minneapolis, Minnesota, 2007 Str o N GER www.stronger2012.com
  • 39. Collapse of a musical stage, Reggio Calabria, 2011Str o N GER www.stronger2012.com
  • 40. Back analysis of the collapse of a masonry building, Barletta, 2011 Str o N GER www.stronger2012.com
  • 41. Assessment of the damage in a building due to the collapse of the adjacent building in Subiaco, 2012 Str o N GER www.stronger2012.com
  • 42. 4. Education and training activity Education and training courses for Professional Engineers in the field of Civil and Environmental Engineering: - Fire Safety Design; - Design against accidental actions; - Numerical modeling; - Steel structures; - Performance-Based wind Design & Performance-Bases Earthquake Design; - Codes and Standards. Services
  • 43. 5. Research and development StroNGER starts as an academic spin off and the Research and Development has an important role. Stronger is active in collaborations as a SME partner in joint research proposals. A presentation that describes StroNGER and its expertise for Horizon 2020 calls is downloadable at http://www.slideshare.net/StroNGER2012 The main topics are: • Resilience assessment – Multihazard approach. StroNGER is developing methods and quantitative indices for the assesment of the resilience of urban areas, also in case of multiple actions as fire after an earthquake. • Sustainability and Energy Harvesting. StroNGER is working on methodologies and tools for harvesting energy from the vibrations of civil structures and infrastructures. Services
  • 44. Assessment and enhancement of the resilience of urban areas including strategic infrastructures. WP7 Network Model WP1 Hazard Scenarios A number of Multiple-Hazard scenarios and corresponding Intensity Measures (Ims) will be generated WP2 WP3 WP7 LocalLevel Network Level - General rules for modeling large scale infrastructure as a network by considering interrelations between nodes and links. - Application to a case study (university campus) WP5 WP6 ASSESSMENT OPTIMIZATION Sensor technology - SHM and IAQ sensor network data - sensor steered model for robustness assessment Demonstration - Large scale fire test for sensor calibration (WP5) and validation of models (WP1-2-3) - Small scale multiple hazard tests 1 % of rescued PERFORMANCEPROTECTION 1 2 Local resilience indicators Network resilience indicators 2 Repair time evaluation Structure performanceA B ASSESSMENTandMITIGATION (Analysisforeachnodeandlink) NetworkLevel ROBUSTNESS & MITIGATION CALIBRATIONand VALIDATION 1 1 2 2 = ASSESSMENT – follow path 1 (1st stage analysis) = ENHANCEMENT – follow path 2 (2st stage analysis) 1 2 Scenario output before mitigation Scenario output after mitigation Algorithm for assessment and enhancement of resilience 1 2 Recovery E.g. Repair time Damage Action Damage/Disservice Load values IM A IM 100 % People safetyB 1 2 Quality Indicator Status of nodes and links (no interaction) A Quality Indicator Interactions effects (quality drop)B L0 i TR i Quality (network level) Combination of local indicators Indicator L0 TR Resilience ∞ 1 /A C Resistance Damage MDPA (bottom-up)A Mitigation measuresB 2 1 ordinary element critical element Local resilience indicators are evaluated for each node and Link and for each scenario Network resilience indicators are evaluated for each scenario Updated resilience indicators RESILIENCE OF THE ORIGINAL INFRASTRUCTURE IS EVALUATED 1 IMPROVEMENT OF RESILIENCE 2 2 WP4 Optimization analysis - network level Optimization of L0 and TR by probabilistic-based algorithmsD Decision making and allocation of resources among structural and non structural mitigation measures 1 ---- = WP content ---- = comment Quality L0 = initial losses TR = recovery time 2 2 1 R.I.S.E. Framework for the assessment and enhancement of the resilience Str o N GER www.stronger2012.com
  • 45. -- = ordinary node = critical node in case of emergency--- = principal link (e.g. road) HOSPITAL HOUSE AGGRGATE MALL SHOPPING CENTEROFFICE HOUSE AGGRGATE FIRE DEPARTMENT NUCLEAR PLANT HOSPITAL HOUSE AGGRGATE MALL SHOPPING CENTEROFFICE HOUSE AGGRGATE FIRE DEPARTMENT NUCLEAR PLANT = earthquake action = blast action= fire action Representation of a large infrastructure as a network of nodes and links Nodes: relevant premises of the infrastructure Links: local and access roads, pipelines and supply system Initial losses Recovery time: • Resourcefulness • Rapidity Disasterstrikes A L0 (dQ/dt)0 LOCAL- LEVEL: Contributeof the single premise(e.g. hospital, by considering the interrelations with proximity elements) NETWORK- LEVEL: - Convolution of the local-level contributes dLi Quantitative definition of Resilience (MCEER) R.I.S.E. Multiscale philosophy Disaster strike --> Hazard scenario R.I.S.E. Framework for the assessment and enhancement of the resilience Str o N GER www.stronger2012.com
  • 46. piezoTsensor an advanced autonomous sensor for the temperature sensing in building HVAC (Heating,Ventilation and Air Condition) systems ServicesStr o N GER www.stronger2012.com www.piezotsensor.eu
  • 48. July 8-9 2010 EXPLOSIONS http://www.francobontempi.org/handling.php November 13-14 2008 FIRE http://www.francobontempi.org/handling_08.php Str o N GER www.stronger2012.com
  • 51. SessionW1G: Special Session: FailureAnalysis & Forensic Structural Engineering Organisers: Dr. S.Arangio & Dr. C. Crosti, Sapienza Univ. of Rome, Italy BT 310 - Progressive Collapse and Structural Robustness: an International Perspective Organisers : Clay J. Naito,Ph.D., P.E.,Associate Professor and Associate Chair, Lehigh University Konstantinos Gkoumas,Ph.D.,P.E.,Research Associate , Sapienza University of Rome Events: 2013Str o N GER www.stronger2012.com
  • 52. Keywords: Performance-Based Design, Reliability-Based Design, Risk-Based Design, Natural and man- made hazards, Uncertainty quantification Michele Barbato Associate Professor Louisiana State University and A&M College Baton Rouge, LA 70803, USA mbarbato@lsu.edu Alessandro Palmeri Senior Lecturer Loughborough University Sir Frank Gibb Building, Loughborough LE11 3TU, UK A.Palmeri@lboro.ac.uk Francesco Petrini Associate Researcher Sapienza Università di Roma Via Eudossiana 18 00184 Rome, ITALY francesco.petrini@uniroma1.it This mini-symposium provides the opportunity to present current research efforts and findings in the context of performance- based, reliability-based, and risk-based design of engineering systems subjected to natural and man-made hazards. Contributions addressing both theoretical developments and practical applications from different sub-fields of structural engineering (e.g., earthquake, wind, hurricane, fire, offshore, aerospace, blast engineering) are welcome Str o N GER www.stronger2012.com
  • 53. Events: 2015Str o N GER www.stronger2012.com https://www.facebook.com/IFCRASC15 International Journal of Forensic Engineering 2016 Vol. 3 No. 1/2 Special Issue on New Trends and Findings in Forensic Engineering - Guest Editors: Professor Nicola Augenti, Professor Franco Bontempi and Professor Bernardino Chiaia
  • 54. StroNGER S.r.l. Incubatore ITech Via Giacomo Peroni 442-444 TecnopoloTiburtino – 00131 Roma (ITALY) info@stronger2012.com