SlideShare a Scribd company logo
Modelling of Soil-Structure Interaction in OpenSees:
A Practical Approach for Performance-Based Engineering
Smail Kechidi, Researcher, University of Porto
Aires Colaço, Ph.D. Student, University of Porto
Mário Marques, Post-Doctoral Researcher, University of Porto
José Miguel Castro, Assistant Professor, University of Porto
Pedro Alves Costa, Assistant Professor, University of Porto
OpenSees Days Europe 2017, First European Conference on OpenSees Porto, Portugal, 19–20 June 2017
1. Background and Motivation
2. Soil-Structure Interaction Modelling Tool
• Formulation of the Problem
• Model Implementation in OpenSees
• Validation of the Proposed Model
3. Case Studies
• Description of the Buildings
• EC8-based Ground Motion Record Selection
• Seismic Performance Assessment
Approaches I and II (with and without Soil-Structure
Interaction)
Approach III (Soil-Structure Interaction and site effect)
• Soil Factor
4. Conclusions
2/21OpenSees Days Europe 2017, First European Conference on OpenSees Porto, Portugal, 19–20 June 2017
Overview
Background and Motivation
Layered Soil
Input motion
Bedrock motion
Free
surface
motion
???
3/21OpenSees Days Europe 2017, First European Conference on OpenSees Porto, Portugal, 19–20 June 2017
• Motivation for the research presented herein:
• Building codes discourage designs that allow the mobilisation
of the foundation capacity.
• Development of a well-calibrated modelling tool, coupled with
parameter selection protocols cast in a simplistic fashion.
• Encourage the modelling of SSI within the community of
practicing engineers
• Is the prevailing belief, saying that ignoring soil-structure
interaction leads to conservative results, always valid?
4/21OpenSees Days Europe 2017, First European Conference on OpenSees Porto, Portugal, 19–20 June 2017
Background and Motivation
• Formulation of the Problem
Kbub + Cb ̇ub + Mb ̈ub = Fb
us
b
= Δub + u
̇us
b
= Δ ̇ub + ̇u
̈us
b
= Δ ̈ub
+ ̈u
�Fb = −Fs = −(KsΔu𝑏𝑏 + CsΔ ̇𝑢𝑢𝑏𝑏 + MsΔ ̈𝑢𝑢𝑏𝑏
𝐾𝐾 𝑎𝑎𝑎𝑎
𝐾𝐾 𝑎𝑎𝑎𝑎
𝐾𝐾 𝑏𝑏𝑏𝑏 𝐾𝐾 𝑏𝑏𝑏𝑏 + Ks
𝑢𝑢a
𝑢𝑢b
+
𝐶𝐶 𝑎𝑎𝑎𝑎
𝐶𝐶 𝑎𝑎𝑎𝑎
𝐶𝐶 𝑏𝑏𝑏𝑏 𝐶𝐶 𝑏𝑏𝑏𝑏 + Cs
̇𝑢𝑢a
̇𝑢𝑢b
+
𝑀𝑀𝑎𝑎𝑎𝑎
𝑀𝑀𝑎𝑎𝑎𝑎
𝑀𝑀𝑏𝑏𝑏𝑏 𝑀𝑀𝑏𝑏𝑏𝑏 + Ms
̈𝑢𝑢a
̈𝑢𝑢b
=
0
Ksu + Cs ̇𝑢𝑢 + Ms ̈𝑢𝑢
5/21OpenSees Days Europe 2017, First European Conference on OpenSees Porto, Portugal, 19–20 June 2017
Soil-Structure Interaction Modelling Tool
Monkey-tail modelVertical vibrating surface footing
resting on a homogeneous elastic
half space
6/21
• Model Implementation in OpenSees
OpenSees Days Europe 2017, First European Conference on OpenSees Porto, Portugal, 19–20 June 2017
Soil-Structure Interaction Modelling Tool
7/21OpenSees Days Europe 2017, First European Conference on OpenSees Porto, Portugal, 19–20 June 2017
Soil-Structure Interaction Modelling Tool
• Model Implementation in OpenSees
8/21OpenSees Days Europe 2017, First European Conference on OpenSees Porto, Portugal, 19–20 June 2017
• Validation of the Proposed Model
Soil-Structure Interaction Modelling Tool
Vs30 = 800 m/s Vs30 = 360 m/s
Vs30 = 180 m/s Vs30 = 100 m/s
• Validation of the Proposed Model (SDOF)
9/21OpenSees Days Europe 2017, First European Conference on OpenSees Porto, Portugal, 19–20 June 2017
Soil-Structure Interaction Modelling Tool
Vs30 = 180 m/s Vs30 = 100 m/s
• Validation of the Proposed Model (Oscillator)
10/21OpenSees Days Europe 2017, First European Conference on OpenSees Porto, Portugal, 19–20 June 2017
Soil-Structure Interaction Modelling Tool
 Gravity designed frame “GB”
 Seismically design frame “SB3” (Lisbon, soil class C and q = 4)
• Description of the Buildings
11/21OpenSees Days Europe 2017, First European Conference on OpenSees Porto, Portugal, 19–20 June 2017
Case Study
GB frame T1= 1.61 sec SB3 frame T1= 0.87 sec
• EC8-Based Ground Motion Record Selection (SelEQ)
12/21OpenSees Days Europe 2017, First European Conference on OpenSees Porto, Portugal, 19–20 June 2017
Case Study
ug(t)ug(t)
Fixed bases
(Approaches I)
SSI consideration using
the Monkey-tail model
(Approaches II)
• Seismic Performance Assessment
13/21OpenSees Days Europe 2017, First European Conference on OpenSees Porto, Portugal, 19–20 June 2017
Case Studies
GB fame
2%/50 yrs.
10%/50 yrs.
• Approaches I and II
SB3 fame
14/21OpenSees Days Europe 2017, First European Conference on OpenSees Porto, Portugal, 19–20 June 2017
Case Studies
Layered Soil
Rock
Input motion
1-
Deconvolution
process
2- Convolution
process
Bedrock motion
Free
surface
motion
15/21
• Approach III
OpenSees Days Europe 2017, First European Conference on OpenSees Porto, Portugal, 19–20 June 2017
Case Studies
Vs30=360 m/s Vs30=180 m/s
• Approach III
16/21OpenSees Days Europe 2017, First European Conference on OpenSees Porto, Portugal, 19–20 June 2017
Case Studies
2%/50 yrs.
10%/50 yrs.
• Approach III (SB3 frame)
17/21OpenSees Days Europe 2017, First European Conference on OpenSees Porto, Portugal, 19–20 June 2017
Vs30=360 m/s Vs30=180 m/s
Case Studies
Vs30=360 m/s Vs30=180 m/s
18/21OpenSees Days Europe 2017, First European Conference on OpenSees Porto, Portugal, 19–20 June 2017
• Approach III
Case Studies
2%/50 yrs.10%/50 yrs.
19/21OpenSees Days Europe 2017, First European Conference on OpenSees Porto, Portugal, 19–20 June 2017
Soil Factor
• Using lumped parameter models can be seen as a good
option considering the compromise between accuracy of
the solution and reduction of the computation effort.
• Drifts considering the Soil-Structure Interaction are even
larger in the lower stories than those of the fixed-base
case.
• Dependence of the amplification soil factor on the
fundamental period of vibration, seismic intensity level
and soil stiffness.
20/21OpenSees Days Europe 2017, First European Conference on OpenSees Porto, Portugal, 19–20 June 2017
Conclusions
Thank you for your attention!
kechidi@fe.up.pt

More Related Content

Similar to Modelling of soil-structure interaction in OpenSees: A practical approach for performance-based engineering

GI2016 ppt charvat workshop geoss & conference inspire2016
GI2016 ppt charvat workshop geoss & conference inspire2016GI2016 ppt charvat workshop geoss & conference inspire2016
GI2016 ppt charvat workshop geoss & conference inspire2016
IGN Vorstand
 
OpenAIRE Open Science publishing for Research Infrastructures: the EPOS use-c...
OpenAIRE Open Science publishing for Research Infrastructures: the EPOS use-c...OpenAIRE Open Science publishing for Research Infrastructures: the EPOS use-c...
OpenAIRE Open Science publishing for Research Infrastructures: the EPOS use-c...
OpenAIRE
 
EDEN -Projectoverview
EDEN -ProjectoverviewEDEN -Projectoverview
EDEN -Projectoverview
h2portugal
 
SC7 Webinar 5 13/12/2017 SatCen Presentation "The Secure Societies Community ...
SC7 Webinar 5 13/12/2017 SatCen Presentation "The Secure Societies Community ...SC7 Webinar 5 13/12/2017 SatCen Presentation "The Secure Societies Community ...
SC7 Webinar 5 13/12/2017 SatCen Presentation "The Secure Societies Community ...
BigData_Europe
 
Cloud processing close to the Earth data
Cloud processing close to the Earth dataCloud processing close to the Earth data
Cloud processing close to the Earth data
terradue
 
24 pvpm bipv_supsi_20170331
24 pvpm bipv_supsi_2017033124 pvpm bipv_supsi_20170331
Implementation and finite-element analysis of shell elements confined by thro...
Implementation and finite-element analysis of shell elements confined by thro...Implementation and finite-element analysis of shell elements confined by thro...
Implementation and finite-element analysis of shell elements confined by thro...
openseesdays
 
1. EOSCsecretariat (Donatella Castelli, EOSCsecretariat)
1. EOSCsecretariat (Donatella Castelli, EOSCsecretariat)1. EOSCsecretariat (Donatella Castelli, EOSCsecretariat)
1. EOSCsecretariat (Donatella Castelli, EOSCsecretariat)
SSHOC
 
8 NCEE-197
8 NCEE-1978 NCEE-197
8 NCEE-197
Maria Bostenaru
 
Open Source Geospatial and the OSGeo Foundation
Open Source Geospatial and  the OSGeo FoundationOpen Source Geospatial and  the OSGeo Foundation
Open Source Geospatial and the OSGeo Foundation
gssg
 
Eucheck project Introduction Munich May 2017
Eucheck project Introduction Munich May 2017Eucheck project Introduction Munich May 2017
Eucheck project Introduction Munich May 2017
European Journalism Training Association
 
SC7 Workshop 3: Big Data in Secure societies: contribution of the EO industry
SC7 Workshop 3: Big Data in Secure societies: contribution of the EO industrySC7 Workshop 3: Big Data in Secure societies: contribution of the EO industry
SC7 Workshop 3: Big Data in Secure societies: contribution of the EO industry
BigData_Europe
 
Introducing OpenGeoEdu @7th GeoIT Wherecamp Conference, Nov. 2017, Berlin
Introducing OpenGeoEdu @7th GeoIT Wherecamp Conference, Nov. 2017, BerlinIntroducing OpenGeoEdu @7th GeoIT Wherecamp Conference, Nov. 2017, Berlin
Introducing OpenGeoEdu @7th GeoIT Wherecamp Conference, Nov. 2017, Berlin
Matthias Hinz
 
Ramage Keynote ISPRS Geospatial Week 2017
Ramage Keynote ISPRS Geospatial Week 2017Ramage Keynote ISPRS Geospatial Week 2017
Ramage Keynote ISPRS Geospatial Week 2017
Steven Ramage
 
Ciência Aberta na França: ponto da situação, legislação, iniciativas, ferrame...
Ciência Aberta na França: ponto da situação, legislação, iniciativas, ferrame...Ciência Aberta na França: ponto da situação, legislação, iniciativas, ferrame...
Ciência Aberta na França: ponto da situação, legislação, iniciativas, ferrame...
Projeto RCAAP
 
What will the future hold for EU-BR collaboration in ICT
What will the future hold for EU-BR collaboration in ICTWhat will the future hold for EU-BR collaboration in ICT
What will the future hold for EU-BR collaboration in ICT
ATMOSPHERE .
 
#SPW18 - General Introduction
#SPW18 - General Introduction#SPW18 - General Introduction
#SPW18 - General Introduction
Brussels, Belgium
 
Urban Mill Orchestration Model-2014-08-22 Nonaka-Aalto_WS_final
Urban Mill Orchestration Model-2014-08-22 Nonaka-Aalto_WS_finalUrban Mill Orchestration Model-2014-08-22 Nonaka-Aalto_WS_final
Urban Mill Orchestration Model-2014-08-22 Nonaka-Aalto_WS_final
Kari Mikkelä
 
FabSpace 2.0 Presentation - V2.5 - EN
FabSpace 2.0 Presentation - V2.5 - ENFabSpace 2.0 Presentation - V2.5 - EN
FabSpace 2.0 Presentation - V2.5 - EN
Colette Schenker
 

Similar to Modelling of soil-structure interaction in OpenSees: A practical approach for performance-based engineering (20)

GI2016 ppt charvat workshop geoss & conference inspire2016
GI2016 ppt charvat workshop geoss & conference inspire2016GI2016 ppt charvat workshop geoss & conference inspire2016
GI2016 ppt charvat workshop geoss & conference inspire2016
 
OpenAIRE Open Science publishing for Research Infrastructures: the EPOS use-c...
OpenAIRE Open Science publishing for Research Infrastructures: the EPOS use-c...OpenAIRE Open Science publishing for Research Infrastructures: the EPOS use-c...
OpenAIRE Open Science publishing for Research Infrastructures: the EPOS use-c...
 
EDEN -Projectoverview
EDEN -ProjectoverviewEDEN -Projectoverview
EDEN -Projectoverview
 
SC7 Webinar 5 13/12/2017 SatCen Presentation "The Secure Societies Community ...
SC7 Webinar 5 13/12/2017 SatCen Presentation "The Secure Societies Community ...SC7 Webinar 5 13/12/2017 SatCen Presentation "The Secure Societies Community ...
SC7 Webinar 5 13/12/2017 SatCen Presentation "The Secure Societies Community ...
 
Cloud processing close to the Earth data
Cloud processing close to the Earth dataCloud processing close to the Earth data
Cloud processing close to the Earth data
 
24 pvpm bipv_supsi_20170331
24 pvpm bipv_supsi_2017033124 pvpm bipv_supsi_20170331
24 pvpm bipv_supsi_20170331
 
Implementation and finite-element analysis of shell elements confined by thro...
Implementation and finite-element analysis of shell elements confined by thro...Implementation and finite-element analysis of shell elements confined by thro...
Implementation and finite-element analysis of shell elements confined by thro...
 
1. EOSCsecretariat (Donatella Castelli, EOSCsecretariat)
1. EOSCsecretariat (Donatella Castelli, EOSCsecretariat)1. EOSCsecretariat (Donatella Castelli, EOSCsecretariat)
1. EOSCsecretariat (Donatella Castelli, EOSCsecretariat)
 
8 NCEE-197
8 NCEE-1978 NCEE-197
8 NCEE-197
 
Bcs Talk Notes
Bcs Talk NotesBcs Talk Notes
Bcs Talk Notes
 
Open Source Geospatial and the OSGeo Foundation
Open Source Geospatial and  the OSGeo FoundationOpen Source Geospatial and  the OSGeo Foundation
Open Source Geospatial and the OSGeo Foundation
 
Eucheck project Introduction Munich May 2017
Eucheck project Introduction Munich May 2017Eucheck project Introduction Munich May 2017
Eucheck project Introduction Munich May 2017
 
SC7 Workshop 3: Big Data in Secure societies: contribution of the EO industry
SC7 Workshop 3: Big Data in Secure societies: contribution of the EO industrySC7 Workshop 3: Big Data in Secure societies: contribution of the EO industry
SC7 Workshop 3: Big Data in Secure societies: contribution of the EO industry
 
Introducing OpenGeoEdu @7th GeoIT Wherecamp Conference, Nov. 2017, Berlin
Introducing OpenGeoEdu @7th GeoIT Wherecamp Conference, Nov. 2017, BerlinIntroducing OpenGeoEdu @7th GeoIT Wherecamp Conference, Nov. 2017, Berlin
Introducing OpenGeoEdu @7th GeoIT Wherecamp Conference, Nov. 2017, Berlin
 
Ramage Keynote ISPRS Geospatial Week 2017
Ramage Keynote ISPRS Geospatial Week 2017Ramage Keynote ISPRS Geospatial Week 2017
Ramage Keynote ISPRS Geospatial Week 2017
 
Ciência Aberta na França: ponto da situação, legislação, iniciativas, ferrame...
Ciência Aberta na França: ponto da situação, legislação, iniciativas, ferrame...Ciência Aberta na França: ponto da situação, legislação, iniciativas, ferrame...
Ciência Aberta na França: ponto da situação, legislação, iniciativas, ferrame...
 
What will the future hold for EU-BR collaboration in ICT
What will the future hold for EU-BR collaboration in ICTWhat will the future hold for EU-BR collaboration in ICT
What will the future hold for EU-BR collaboration in ICT
 
#SPW18 - General Introduction
#SPW18 - General Introduction#SPW18 - General Introduction
#SPW18 - General Introduction
 
Urban Mill Orchestration Model-2014-08-22 Nonaka-Aalto_WS_final
Urban Mill Orchestration Model-2014-08-22 Nonaka-Aalto_WS_finalUrban Mill Orchestration Model-2014-08-22 Nonaka-Aalto_WS_final
Urban Mill Orchestration Model-2014-08-22 Nonaka-Aalto_WS_final
 
FabSpace 2.0 Presentation - V2.5 - EN
FabSpace 2.0 Presentation - V2.5 - ENFabSpace 2.0 Presentation - V2.5 - EN
FabSpace 2.0 Presentation - V2.5 - EN
 

More from openseesdays

Opensees integrated in a BIM workflow as calculation engine
Opensees integrated in a BIM workflow as calculation engineOpensees integrated in a BIM workflow as calculation engine
Opensees integrated in a BIM workflow as calculation engine
openseesdays
 
A shared-filesystem-memory approach for running IDA in parallel over informal...
A shared-filesystem-memory approach for running IDA in parallel over informal...A shared-filesystem-memory approach for running IDA in parallel over informal...
A shared-filesystem-memory approach for running IDA in parallel over informal...
openseesdays
 
Expert systems for advanced FE modelling of bridges and buildings using OpenSees
Expert systems for advanced FE modelling of bridges and buildings using OpenSeesExpert systems for advanced FE modelling of bridges and buildings using OpenSees
Expert systems for advanced FE modelling of bridges and buildings using OpenSees
openseesdays
 
Development of an OpenSees model for collapse risk assessment of Italian-code...
Development of an OpenSees model for collapse risk assessment of Italian-code...Development of an OpenSees model for collapse risk assessment of Italian-code...
Development of an OpenSees model for collapse risk assessment of Italian-code...
openseesdays
 
Blind test prediction of an infilled RC building with OpenSees
Blind test prediction of an infilled RC building with OpenSeesBlind test prediction of an infilled RC building with OpenSees
Blind test prediction of an infilled RC building with OpenSees
openseesdays
 
Modelling the out-of-plane behaviour of URM infills and the in-plane/out-of-p...
Modelling the out-of-plane behaviour of URM infills and the in-plane/out-of-p...Modelling the out-of-plane behaviour of URM infills and the in-plane/out-of-p...
Modelling the out-of-plane behaviour of URM infills and the in-plane/out-of-p...
openseesdays
 
A new Graphical User Interface for OpenSees
A new Graphical User Interface for OpenSeesA new Graphical User Interface for OpenSees
A new Graphical User Interface for OpenSees
openseesdays
 
Assessment of the seismic performance of steel frames using OpenSees
Assessment of the seismic performance of steel frames using OpenSeesAssessment of the seismic performance of steel frames using OpenSees
Assessment of the seismic performance of steel frames using OpenSees
openseesdays
 
Non-linear dynamic analyses of a 60’s RC building collapsed during L’Aquila 2...
Non-linear dynamic analyses of a 60’s RC building collapsed during L’Aquila 2...Non-linear dynamic analyses of a 60’s RC building collapsed during L’Aquila 2...
Non-linear dynamic analyses of a 60’s RC building collapsed during L’Aquila 2...
openseesdays
 
Efficient analytical and hybrid simulations using OpenSees
Efficient analytical and hybrid simulations using OpenSeesEfficient analytical and hybrid simulations using OpenSees
Efficient analytical and hybrid simulations using OpenSees
openseesdays
 
Numerical modelling of RC columns with plain reinforcing bars
Numerical modelling of RC columns with plain reinforcing barsNumerical modelling of RC columns with plain reinforcing bars
Numerical modelling of RC columns with plain reinforcing bars
openseesdays
 
OpenSees: Future Directions
OpenSees: Future DirectionsOpenSees: Future Directions
OpenSees: Future Directions
openseesdays
 
An OpenSees material model for the cyclic behaviour of corroded steel bar in ...
An OpenSees material model for the cyclic behaviour of corroded steel bar in ...An OpenSees material model for the cyclic behaviour of corroded steel bar in ...
An OpenSees material model for the cyclic behaviour of corroded steel bar in ...
openseesdays
 
Numerical investigation on the seismic behaviour of repaired and retrofitted ...
Numerical investigation on the seismic behaviour of repaired and retrofitted ...Numerical investigation on the seismic behaviour of repaired and retrofitted ...
Numerical investigation on the seismic behaviour of repaired and retrofitted ...
openseesdays
 
Modelling with fibre beam elements for load capacity assessment of existing m...
Modelling with fibre beam elements for load capacity assessment of existing m...Modelling with fibre beam elements for load capacity assessment of existing m...
Modelling with fibre beam elements for load capacity assessment of existing m...
openseesdays
 
Modelling of a shear reinforced flat slab building for seismic fragility anal...
Modelling of a shear reinforced flat slab building for seismic fragility anal...Modelling of a shear reinforced flat slab building for seismic fragility anal...
Modelling of a shear reinforced flat slab building for seismic fragility anal...
openseesdays
 
Evaluating the use of OpenSees for lifetime seismic performance assessment of...
Evaluating the use of OpenSees for lifetime seismic performance assessment of...Evaluating the use of OpenSees for lifetime seismic performance assessment of...
Evaluating the use of OpenSees for lifetime seismic performance assessment of...
openseesdays
 
Study of the dynamic soil-abutment-superstructure interaction for a bridge ab...
Study of the dynamic soil-abutment-superstructure interaction for a bridge ab...Study of the dynamic soil-abutment-superstructure interaction for a bridge ab...
Study of the dynamic soil-abutment-superstructure interaction for a bridge ab...
openseesdays
 
Simplified macro-modelling approach for infill masonry wall in-plane and out-...
Simplified macro-modelling approach for infill masonry wall in-plane and out-...Simplified macro-modelling approach for infill masonry wall in-plane and out-...
Simplified macro-modelling approach for infill masonry wall in-plane and out-...
openseesdays
 
Nonlinear combination of intensity measures for response prediction of RC bui...
Nonlinear combination of intensity measures for response prediction of RC bui...Nonlinear combination of intensity measures for response prediction of RC bui...
Nonlinear combination of intensity measures for response prediction of RC bui...
openseesdays
 

More from openseesdays (20)

Opensees integrated in a BIM workflow as calculation engine
Opensees integrated in a BIM workflow as calculation engineOpensees integrated in a BIM workflow as calculation engine
Opensees integrated in a BIM workflow as calculation engine
 
A shared-filesystem-memory approach for running IDA in parallel over informal...
A shared-filesystem-memory approach for running IDA in parallel over informal...A shared-filesystem-memory approach for running IDA in parallel over informal...
A shared-filesystem-memory approach for running IDA in parallel over informal...
 
Expert systems for advanced FE modelling of bridges and buildings using OpenSees
Expert systems for advanced FE modelling of bridges and buildings using OpenSeesExpert systems for advanced FE modelling of bridges and buildings using OpenSees
Expert systems for advanced FE modelling of bridges and buildings using OpenSees
 
Development of an OpenSees model for collapse risk assessment of Italian-code...
Development of an OpenSees model for collapse risk assessment of Italian-code...Development of an OpenSees model for collapse risk assessment of Italian-code...
Development of an OpenSees model for collapse risk assessment of Italian-code...
 
Blind test prediction of an infilled RC building with OpenSees
Blind test prediction of an infilled RC building with OpenSeesBlind test prediction of an infilled RC building with OpenSees
Blind test prediction of an infilled RC building with OpenSees
 
Modelling the out-of-plane behaviour of URM infills and the in-plane/out-of-p...
Modelling the out-of-plane behaviour of URM infills and the in-plane/out-of-p...Modelling the out-of-plane behaviour of URM infills and the in-plane/out-of-p...
Modelling the out-of-plane behaviour of URM infills and the in-plane/out-of-p...
 
A new Graphical User Interface for OpenSees
A new Graphical User Interface for OpenSeesA new Graphical User Interface for OpenSees
A new Graphical User Interface for OpenSees
 
Assessment of the seismic performance of steel frames using OpenSees
Assessment of the seismic performance of steel frames using OpenSeesAssessment of the seismic performance of steel frames using OpenSees
Assessment of the seismic performance of steel frames using OpenSees
 
Non-linear dynamic analyses of a 60’s RC building collapsed during L’Aquila 2...
Non-linear dynamic analyses of a 60’s RC building collapsed during L’Aquila 2...Non-linear dynamic analyses of a 60’s RC building collapsed during L’Aquila 2...
Non-linear dynamic analyses of a 60’s RC building collapsed during L’Aquila 2...
 
Efficient analytical and hybrid simulations using OpenSees
Efficient analytical and hybrid simulations using OpenSeesEfficient analytical and hybrid simulations using OpenSees
Efficient analytical and hybrid simulations using OpenSees
 
Numerical modelling of RC columns with plain reinforcing bars
Numerical modelling of RC columns with plain reinforcing barsNumerical modelling of RC columns with plain reinforcing bars
Numerical modelling of RC columns with plain reinforcing bars
 
OpenSees: Future Directions
OpenSees: Future DirectionsOpenSees: Future Directions
OpenSees: Future Directions
 
An OpenSees material model for the cyclic behaviour of corroded steel bar in ...
An OpenSees material model for the cyclic behaviour of corroded steel bar in ...An OpenSees material model for the cyclic behaviour of corroded steel bar in ...
An OpenSees material model for the cyclic behaviour of corroded steel bar in ...
 
Numerical investigation on the seismic behaviour of repaired and retrofitted ...
Numerical investigation on the seismic behaviour of repaired and retrofitted ...Numerical investigation on the seismic behaviour of repaired and retrofitted ...
Numerical investigation on the seismic behaviour of repaired and retrofitted ...
 
Modelling with fibre beam elements for load capacity assessment of existing m...
Modelling with fibre beam elements for load capacity assessment of existing m...Modelling with fibre beam elements for load capacity assessment of existing m...
Modelling with fibre beam elements for load capacity assessment of existing m...
 
Modelling of a shear reinforced flat slab building for seismic fragility anal...
Modelling of a shear reinforced flat slab building for seismic fragility anal...Modelling of a shear reinforced flat slab building for seismic fragility anal...
Modelling of a shear reinforced flat slab building for seismic fragility anal...
 
Evaluating the use of OpenSees for lifetime seismic performance assessment of...
Evaluating the use of OpenSees for lifetime seismic performance assessment of...Evaluating the use of OpenSees for lifetime seismic performance assessment of...
Evaluating the use of OpenSees for lifetime seismic performance assessment of...
 
Study of the dynamic soil-abutment-superstructure interaction for a bridge ab...
Study of the dynamic soil-abutment-superstructure interaction for a bridge ab...Study of the dynamic soil-abutment-superstructure interaction for a bridge ab...
Study of the dynamic soil-abutment-superstructure interaction for a bridge ab...
 
Simplified macro-modelling approach for infill masonry wall in-plane and out-...
Simplified macro-modelling approach for infill masonry wall in-plane and out-...Simplified macro-modelling approach for infill masonry wall in-plane and out-...
Simplified macro-modelling approach for infill masonry wall in-plane and out-...
 
Nonlinear combination of intensity measures for response prediction of RC bui...
Nonlinear combination of intensity measures for response prediction of RC bui...Nonlinear combination of intensity measures for response prediction of RC bui...
Nonlinear combination of intensity measures for response prediction of RC bui...
 

Recently uploaded

TECHNICAL TRAINING MANUAL GENERAL FAMILIARIZATION COURSE
TECHNICAL TRAINING MANUAL   GENERAL FAMILIARIZATION COURSETECHNICAL TRAINING MANUAL   GENERAL FAMILIARIZATION COURSE
TECHNICAL TRAINING MANUAL GENERAL FAMILIARIZATION COURSE
DuvanRamosGarzon1
 
Event Management System Vb Net Project Report.pdf
Event Management System Vb Net  Project Report.pdfEvent Management System Vb Net  Project Report.pdf
Event Management System Vb Net Project Report.pdf
Kamal Acharya
 
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdf
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdfHybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdf
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdf
fxintegritypublishin
 
power quality voltage fluctuation UNIT - I.pptx
power quality voltage fluctuation UNIT - I.pptxpower quality voltage fluctuation UNIT - I.pptx
power quality voltage fluctuation UNIT - I.pptx
ViniHema
 
block diagram and signal flow graph representation
block diagram and signal flow graph representationblock diagram and signal flow graph representation
block diagram and signal flow graph representation
Divya Somashekar
 
addressing modes in computer architecture
addressing modes  in computer architectureaddressing modes  in computer architecture
addressing modes in computer architecture
ShahidSultan24
 
Railway Signalling Principles Edition 3.pdf
Railway Signalling Principles Edition 3.pdfRailway Signalling Principles Edition 3.pdf
Railway Signalling Principles Edition 3.pdf
TeeVichai
 
CME397 Surface Engineering- Professional Elective
CME397 Surface Engineering- Professional ElectiveCME397 Surface Engineering- Professional Elective
CME397 Surface Engineering- Professional Elective
karthi keyan
 
Student information management system project report ii.pdf
Student information management system project report ii.pdfStudent information management system project report ii.pdf
Student information management system project report ii.pdf
Kamal Acharya
 
Democratizing Fuzzing at Scale by Abhishek Arya
Democratizing Fuzzing at Scale by Abhishek AryaDemocratizing Fuzzing at Scale by Abhishek Arya
Democratizing Fuzzing at Scale by Abhishek Arya
abh.arya
 
J.Yang, ICLR 2024, MLILAB, KAIST AI.pdf
J.Yang,  ICLR 2024, MLILAB, KAIST AI.pdfJ.Yang,  ICLR 2024, MLILAB, KAIST AI.pdf
J.Yang, ICLR 2024, MLILAB, KAIST AI.pdf
MLILAB
 
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...
Dr.Costas Sachpazis
 
H.Seo, ICLR 2024, MLILAB, KAIST AI.pdf
H.Seo,  ICLR 2024, MLILAB,  KAIST AI.pdfH.Seo,  ICLR 2024, MLILAB,  KAIST AI.pdf
H.Seo, ICLR 2024, MLILAB, KAIST AI.pdf
MLILAB
 
Courier management system project report.pdf
Courier management system project report.pdfCourier management system project report.pdf
Courier management system project report.pdf
Kamal Acharya
 
LIGA(E)11111111111111111111111111111111111111111.ppt
LIGA(E)11111111111111111111111111111111111111111.pptLIGA(E)11111111111111111111111111111111111111111.ppt
LIGA(E)11111111111111111111111111111111111111111.ppt
ssuser9bd3ba
 
Design and Analysis of Algorithms-DP,Backtracking,Graphs,B&B
Design and Analysis of Algorithms-DP,Backtracking,Graphs,B&BDesign and Analysis of Algorithms-DP,Backtracking,Graphs,B&B
Design and Analysis of Algorithms-DP,Backtracking,Graphs,B&B
Sreedhar Chowdam
 
一比一原版(SFU毕业证)西蒙菲莎大学毕业证成绩单如何办理
一比一原版(SFU毕业证)西蒙菲莎大学毕业证成绩单如何办理一比一原版(SFU毕业证)西蒙菲莎大学毕业证成绩单如何办理
一比一原版(SFU毕业证)西蒙菲莎大学毕业证成绩单如何办理
bakpo1
 
Immunizing Image Classifiers Against Localized Adversary Attacks
Immunizing Image Classifiers Against Localized Adversary AttacksImmunizing Image Classifiers Against Localized Adversary Attacks
Immunizing Image Classifiers Against Localized Adversary Attacks
gerogepatton
 
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)
MdTanvirMahtab2
 
weather web application report.pdf
weather web application report.pdfweather web application report.pdf
weather web application report.pdf
Pratik Pawar
 

Recently uploaded (20)

TECHNICAL TRAINING MANUAL GENERAL FAMILIARIZATION COURSE
TECHNICAL TRAINING MANUAL   GENERAL FAMILIARIZATION COURSETECHNICAL TRAINING MANUAL   GENERAL FAMILIARIZATION COURSE
TECHNICAL TRAINING MANUAL GENERAL FAMILIARIZATION COURSE
 
Event Management System Vb Net Project Report.pdf
Event Management System Vb Net  Project Report.pdfEvent Management System Vb Net  Project Report.pdf
Event Management System Vb Net Project Report.pdf
 
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdf
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdfHybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdf
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdf
 
power quality voltage fluctuation UNIT - I.pptx
power quality voltage fluctuation UNIT - I.pptxpower quality voltage fluctuation UNIT - I.pptx
power quality voltage fluctuation UNIT - I.pptx
 
block diagram and signal flow graph representation
block diagram and signal flow graph representationblock diagram and signal flow graph representation
block diagram and signal flow graph representation
 
addressing modes in computer architecture
addressing modes  in computer architectureaddressing modes  in computer architecture
addressing modes in computer architecture
 
Railway Signalling Principles Edition 3.pdf
Railway Signalling Principles Edition 3.pdfRailway Signalling Principles Edition 3.pdf
Railway Signalling Principles Edition 3.pdf
 
CME397 Surface Engineering- Professional Elective
CME397 Surface Engineering- Professional ElectiveCME397 Surface Engineering- Professional Elective
CME397 Surface Engineering- Professional Elective
 
Student information management system project report ii.pdf
Student information management system project report ii.pdfStudent information management system project report ii.pdf
Student information management system project report ii.pdf
 
Democratizing Fuzzing at Scale by Abhishek Arya
Democratizing Fuzzing at Scale by Abhishek AryaDemocratizing Fuzzing at Scale by Abhishek Arya
Democratizing Fuzzing at Scale by Abhishek Arya
 
J.Yang, ICLR 2024, MLILAB, KAIST AI.pdf
J.Yang,  ICLR 2024, MLILAB, KAIST AI.pdfJ.Yang,  ICLR 2024, MLILAB, KAIST AI.pdf
J.Yang, ICLR 2024, MLILAB, KAIST AI.pdf
 
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...
 
H.Seo, ICLR 2024, MLILAB, KAIST AI.pdf
H.Seo,  ICLR 2024, MLILAB,  KAIST AI.pdfH.Seo,  ICLR 2024, MLILAB,  KAIST AI.pdf
H.Seo, ICLR 2024, MLILAB, KAIST AI.pdf
 
Courier management system project report.pdf
Courier management system project report.pdfCourier management system project report.pdf
Courier management system project report.pdf
 
LIGA(E)11111111111111111111111111111111111111111.ppt
LIGA(E)11111111111111111111111111111111111111111.pptLIGA(E)11111111111111111111111111111111111111111.ppt
LIGA(E)11111111111111111111111111111111111111111.ppt
 
Design and Analysis of Algorithms-DP,Backtracking,Graphs,B&B
Design and Analysis of Algorithms-DP,Backtracking,Graphs,B&BDesign and Analysis of Algorithms-DP,Backtracking,Graphs,B&B
Design and Analysis of Algorithms-DP,Backtracking,Graphs,B&B
 
一比一原版(SFU毕业证)西蒙菲莎大学毕业证成绩单如何办理
一比一原版(SFU毕业证)西蒙菲莎大学毕业证成绩单如何办理一比一原版(SFU毕业证)西蒙菲莎大学毕业证成绩单如何办理
一比一原版(SFU毕业证)西蒙菲莎大学毕业证成绩单如何办理
 
Immunizing Image Classifiers Against Localized Adversary Attacks
Immunizing Image Classifiers Against Localized Adversary AttacksImmunizing Image Classifiers Against Localized Adversary Attacks
Immunizing Image Classifiers Against Localized Adversary Attacks
 
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)
 
weather web application report.pdf
weather web application report.pdfweather web application report.pdf
weather web application report.pdf
 

Modelling of soil-structure interaction in OpenSees: A practical approach for performance-based engineering

  • 1. Modelling of Soil-Structure Interaction in OpenSees: A Practical Approach for Performance-Based Engineering Smail Kechidi, Researcher, University of Porto Aires Colaço, Ph.D. Student, University of Porto Mário Marques, Post-Doctoral Researcher, University of Porto José Miguel Castro, Assistant Professor, University of Porto Pedro Alves Costa, Assistant Professor, University of Porto OpenSees Days Europe 2017, First European Conference on OpenSees Porto, Portugal, 19–20 June 2017
  • 2. 1. Background and Motivation 2. Soil-Structure Interaction Modelling Tool • Formulation of the Problem • Model Implementation in OpenSees • Validation of the Proposed Model 3. Case Studies • Description of the Buildings • EC8-based Ground Motion Record Selection • Seismic Performance Assessment Approaches I and II (with and without Soil-Structure Interaction) Approach III (Soil-Structure Interaction and site effect) • Soil Factor 4. Conclusions 2/21OpenSees Days Europe 2017, First European Conference on OpenSees Porto, Portugal, 19–20 June 2017 Overview
  • 3. Background and Motivation Layered Soil Input motion Bedrock motion Free surface motion ??? 3/21OpenSees Days Europe 2017, First European Conference on OpenSees Porto, Portugal, 19–20 June 2017
  • 4. • Motivation for the research presented herein: • Building codes discourage designs that allow the mobilisation of the foundation capacity. • Development of a well-calibrated modelling tool, coupled with parameter selection protocols cast in a simplistic fashion. • Encourage the modelling of SSI within the community of practicing engineers • Is the prevailing belief, saying that ignoring soil-structure interaction leads to conservative results, always valid? 4/21OpenSees Days Europe 2017, First European Conference on OpenSees Porto, Portugal, 19–20 June 2017 Background and Motivation
  • 5. • Formulation of the Problem Kbub + Cb ̇ub + Mb ̈ub = Fb us b = Δub + u ̇us b = Δ ̇ub + ̇u ̈us b = Δ ̈ub + ̈u �Fb = −Fs = −(KsΔu𝑏𝑏 + CsΔ ̇𝑢𝑢𝑏𝑏 + MsΔ ̈𝑢𝑢𝑏𝑏 𝐾𝐾 𝑎𝑎𝑎𝑎 𝐾𝐾 𝑎𝑎𝑎𝑎 𝐾𝐾 𝑏𝑏𝑏𝑏 𝐾𝐾 𝑏𝑏𝑏𝑏 + Ks 𝑢𝑢a 𝑢𝑢b + 𝐶𝐶 𝑎𝑎𝑎𝑎 𝐶𝐶 𝑎𝑎𝑎𝑎 𝐶𝐶 𝑏𝑏𝑏𝑏 𝐶𝐶 𝑏𝑏𝑏𝑏 + Cs ̇𝑢𝑢a ̇𝑢𝑢b + 𝑀𝑀𝑎𝑎𝑎𝑎 𝑀𝑀𝑎𝑎𝑎𝑎 𝑀𝑀𝑏𝑏𝑏𝑏 𝑀𝑀𝑏𝑏𝑏𝑏 + Ms ̈𝑢𝑢a ̈𝑢𝑢b = 0 Ksu + Cs ̇𝑢𝑢 + Ms ̈𝑢𝑢 5/21OpenSees Days Europe 2017, First European Conference on OpenSees Porto, Portugal, 19–20 June 2017 Soil-Structure Interaction Modelling Tool
  • 6. Monkey-tail modelVertical vibrating surface footing resting on a homogeneous elastic half space 6/21 • Model Implementation in OpenSees OpenSees Days Europe 2017, First European Conference on OpenSees Porto, Portugal, 19–20 June 2017 Soil-Structure Interaction Modelling Tool
  • 7. 7/21OpenSees Days Europe 2017, First European Conference on OpenSees Porto, Portugal, 19–20 June 2017 Soil-Structure Interaction Modelling Tool • Model Implementation in OpenSees
  • 8. 8/21OpenSees Days Europe 2017, First European Conference on OpenSees Porto, Portugal, 19–20 June 2017 • Validation of the Proposed Model Soil-Structure Interaction Modelling Tool
  • 9. Vs30 = 800 m/s Vs30 = 360 m/s Vs30 = 180 m/s Vs30 = 100 m/s • Validation of the Proposed Model (SDOF) 9/21OpenSees Days Europe 2017, First European Conference on OpenSees Porto, Portugal, 19–20 June 2017 Soil-Structure Interaction Modelling Tool
  • 10. Vs30 = 180 m/s Vs30 = 100 m/s • Validation of the Proposed Model (Oscillator) 10/21OpenSees Days Europe 2017, First European Conference on OpenSees Porto, Portugal, 19–20 June 2017 Soil-Structure Interaction Modelling Tool
  • 11.  Gravity designed frame “GB”  Seismically design frame “SB3” (Lisbon, soil class C and q = 4) • Description of the Buildings 11/21OpenSees Days Europe 2017, First European Conference on OpenSees Porto, Portugal, 19–20 June 2017 Case Study
  • 12. GB frame T1= 1.61 sec SB3 frame T1= 0.87 sec • EC8-Based Ground Motion Record Selection (SelEQ) 12/21OpenSees Days Europe 2017, First European Conference on OpenSees Porto, Portugal, 19–20 June 2017 Case Study
  • 13. ug(t)ug(t) Fixed bases (Approaches I) SSI consideration using the Monkey-tail model (Approaches II) • Seismic Performance Assessment 13/21OpenSees Days Europe 2017, First European Conference on OpenSees Porto, Portugal, 19–20 June 2017 Case Studies
  • 14. GB fame 2%/50 yrs. 10%/50 yrs. • Approaches I and II SB3 fame 14/21OpenSees Days Europe 2017, First European Conference on OpenSees Porto, Portugal, 19–20 June 2017 Case Studies
  • 15. Layered Soil Rock Input motion 1- Deconvolution process 2- Convolution process Bedrock motion Free surface motion 15/21 • Approach III OpenSees Days Europe 2017, First European Conference on OpenSees Porto, Portugal, 19–20 June 2017 Case Studies
  • 16. Vs30=360 m/s Vs30=180 m/s • Approach III 16/21OpenSees Days Europe 2017, First European Conference on OpenSees Porto, Portugal, 19–20 June 2017 Case Studies
  • 17. 2%/50 yrs. 10%/50 yrs. • Approach III (SB3 frame) 17/21OpenSees Days Europe 2017, First European Conference on OpenSees Porto, Portugal, 19–20 June 2017 Vs30=360 m/s Vs30=180 m/s Case Studies
  • 18. Vs30=360 m/s Vs30=180 m/s 18/21OpenSees Days Europe 2017, First European Conference on OpenSees Porto, Portugal, 19–20 June 2017 • Approach III Case Studies
  • 19. 2%/50 yrs.10%/50 yrs. 19/21OpenSees Days Europe 2017, First European Conference on OpenSees Porto, Portugal, 19–20 June 2017 Soil Factor
  • 20. • Using lumped parameter models can be seen as a good option considering the compromise between accuracy of the solution and reduction of the computation effort. • Drifts considering the Soil-Structure Interaction are even larger in the lower stories than those of the fixed-base case. • Dependence of the amplification soil factor on the fundamental period of vibration, seismic intensity level and soil stiffness. 20/21OpenSees Days Europe 2017, First European Conference on OpenSees Porto, Portugal, 19–20 June 2017 Conclusions
  • 21. Thank you for your attention! kechidi@fe.up.pt