SlideShare a Scribd company logo
1 of 16
Method of Modelling
Kutubuddin ANSARI
kutubuddin.ansari@ikc.edu.tr
GNSS Surveying, GE 205
Lecture 12, May 22, 2015
The Geometry of the fault having parameters (length, width, depth, dip
angle) can be given by analytically by Green function (G):
2 2
1 1
AL AW
AL AW
G d dη ξ= ∫ ∫
(Okada, 1985 &1992)
Length
Width
DIP
Slip
Length(AL)
Width(AW)
Length
Width
cos sin
x AL
y d AW
ξ
η δ δ
= −
= + −
(δ)
Dislocation Theory
(P. Cervelli et. al 2001)
S is Slip For Oblique Slip
S= s.cosα + s.sinα
d= sG(m)
Relationship between dislocation field (d) and the fault
geometry G(m)
Since the ruptured area is not a perfect finite rectangular
and it contains error the Cervelli equation becomes
Forward Modelling Approach
d= sG(m)+
d-sG(m)
0
ˆ ˆ ˆd= sG(m)
if
ε
ε
ε
=
→
where
m=initial model parameter
ˆ mod
ˆ mod
ˆ mod
s slip
error
S Net slip
d elled dislocaton field
s el slip
m el parameter
rake of the netslip on the fault plane
ε
α
=
=
=
=
=
=
=For Oblique Slip
S= s.cosα + s.sinα
Coulomb Software
Coulomb software is based on the Boundary
Element Method (BEM). The inputs given to
Coulomb are estimates of length, width, dip
angle, strike slip and dip slip of the modelled
fault plane as well as the co-ordinates of the
trace of the fault plane.
(Toda et al., 2010)
Coulomb Input File (Toda et al., 2010)
Coulomb Input File (Toda et al., 2010)
The relation between displacement field and the source geometry can be
expressed by the following equation:
( )
( )
d G m
d sG m
α
=
Where d= displacement vector
m=source geometry (dislocation, length, width, depth, strike, dip)
s=slip
(P. Cervelli et al., 2001)
Inverse Modelling
If we have observed data d1
, d2
, …dn
and the Green function of each
observation data are G1
, G2
, …Gn
respectively, Then-
1 11 12 1 1
2 21 22 2 2
1 2
.........
.........
. . .
. . .
. . .
.........
m
m
n n n nm m
d G G G m
d G G G m
d G G G m
    
    
    
    
=    
    
    
    
        
1
1 11 12 1 1
2 21 22 2 2
1 2
.........
.........
. . .
. . .
. . .
.........
m
m
m n n nm n
m G G G d
m G G G d
m G G G d
−
     
     
     
     
=     
     
     
     
          
Least square approach
Cartesian Co-ordinate system (x,y,z) the half space occupied
region z<0 if fault is located at (0,0,-d) the point force
distribution can be given in following form .
Finite Element Method
μ, λ are lames constants
Thrust faults :-
F1 and F2 will be horizontal and F3 will be vertical.
Normal faults:-
F2 and F3 will be horizontal and F1 will be vertical
Strike-slip faults:-
F1 and F3 will be horizontal and F2 will be vertical
ANSYS (Brick 8 node 185) element, White concentrated area is
showing finite rectangular fault
Where Fi is acting force and ui and vi displacements of
points and ki
j are Stifness constants
At location of fault points
Method of fault modelling

More Related Content

What's hot

what is static and kinematic indeterminacy of structure
what is static and kinematic indeterminacy of structure what is static and kinematic indeterminacy of structure
what is static and kinematic indeterminacy of structure NIROB KR DAS
 
An introduction to isogeometric analysis
An introduction to isogeometric analysisAn introduction to isogeometric analysis
An introduction to isogeometric analysisNguyen Vinh Phu
 
j integral for double cantilever beam
j integral for double cantilever beamj integral for double cantilever beam
j integral for double cantilever beamsabiha khathun
 
Energy principle in structure analysis in civil engineering
Energy principle in structure analysis in civil engineeringEnergy principle in structure analysis in civil engineering
Energy principle in structure analysis in civil engineeringNagma Modi
 
4th 2 lecture shear and moment diagram structure i
4th 2  lecture shear and moment diagram structure i4th 2  lecture shear and moment diagram structure i
4th 2 lecture shear and moment diagram structure imuhand mousa
 
Algorithm for the Dynamic Analysis of Plane Rectangular Rigid Frame Subjected...
Algorithm for the Dynamic Analysis of Plane Rectangular Rigid Frame Subjected...Algorithm for the Dynamic Analysis of Plane Rectangular Rigid Frame Subjected...
Algorithm for the Dynamic Analysis of Plane Rectangular Rigid Frame Subjected...Oyeniyi Samuel
 
Homogeneous Representation: rotating, shearing
Homogeneous Representation: rotating, shearingHomogeneous Representation: rotating, shearing
Homogeneous Representation: rotating, shearingManthan Kanani
 
Computation of stress intensity factor of brass plate
Computation of stress intensity factor of brass plateComputation of stress intensity factor of brass plate
Computation of stress intensity factor of brass plateeSAT Publishing House
 
Determinate structures
 Determinate structures Determinate structures
Determinate structuresTarun Gehlot
 
Coupling_of_IGA_plates_and_3D_FEM_domain
Coupling_of_IGA_plates_and_3D_FEM_domainCoupling_of_IGA_plates_and_3D_FEM_domain
Coupling_of_IGA_plates_and_3D_FEM_domainNguyen Vinh Phu
 
Interface cohesive elements for fracture modeling
Interface cohesive elements for fracture modelingInterface cohesive elements for fracture modeling
Interface cohesive elements for fracture modelingNguyen Vinh Phu
 
Ejercicio viga y esfuerzos
Ejercicio viga y esfuerzosEjercicio viga y esfuerzos
Ejercicio viga y esfuerzosMario García
 
Shear force bending moment diagrams
Shear force bending moment diagramsShear force bending moment diagrams
Shear force bending moment diagramsKingJyeWong
 

What's hot (20)

what is static and kinematic indeterminacy of structure
what is static and kinematic indeterminacy of structure what is static and kinematic indeterminacy of structure
what is static and kinematic indeterminacy of structure
 
An introduction to isogeometric analysis
An introduction to isogeometric analysisAn introduction to isogeometric analysis
An introduction to isogeometric analysis
 
j integral for double cantilever beam
j integral for double cantilever beamj integral for double cantilever beam
j integral for double cantilever beam
 
Energy principle in structure analysis in civil engineering
Energy principle in structure analysis in civil engineeringEnergy principle in structure analysis in civil engineering
Energy principle in structure analysis in civil engineering
 
311 Ch14 Version2
311 Ch14 Version2311 Ch14 Version2
311 Ch14 Version2
 
J012546068
J012546068J012546068
J012546068
 
4th 2 lecture shear and moment diagram structure i
4th 2  lecture shear and moment diagram structure i4th 2  lecture shear and moment diagram structure i
4th 2 lecture shear and moment diagram structure i
 
Algorithm for the Dynamic Analysis of Plane Rectangular Rigid Frame Subjected...
Algorithm for the Dynamic Analysis of Plane Rectangular Rigid Frame Subjected...Algorithm for the Dynamic Analysis of Plane Rectangular Rigid Frame Subjected...
Algorithm for the Dynamic Analysis of Plane Rectangular Rigid Frame Subjected...
 
Capitulo2
Capitulo2Capitulo2
Capitulo2
 
311 Ch17
311 Ch17311 Ch17
311 Ch17
 
My presentation slides (3)
My presentation slides (3)My presentation slides (3)
My presentation slides (3)
 
Homogeneous Representation: rotating, shearing
Homogeneous Representation: rotating, shearingHomogeneous Representation: rotating, shearing
Homogeneous Representation: rotating, shearing
 
Computation of stress intensity factor of brass plate
Computation of stress intensity factor of brass plateComputation of stress intensity factor of brass plate
Computation of stress intensity factor of brass plate
 
Determinate structures
 Determinate structures Determinate structures
Determinate structures
 
Coupling_of_IGA_plates_and_3D_FEM_domain
Coupling_of_IGA_plates_and_3D_FEM_domainCoupling_of_IGA_plates_and_3D_FEM_domain
Coupling_of_IGA_plates_and_3D_FEM_domain
 
Laplaces transformer
Laplaces transformerLaplaces transformer
Laplaces transformer
 
Interface cohesive elements for fracture modeling
Interface cohesive elements for fracture modelingInterface cohesive elements for fracture modeling
Interface cohesive elements for fracture modeling
 
INTERPOLATION
INTERPOLATIONINTERPOLATION
INTERPOLATION
 
Ejercicio viga y esfuerzos
Ejercicio viga y esfuerzosEjercicio viga y esfuerzos
Ejercicio viga y esfuerzos
 
Shear force bending moment diagrams
Shear force bending moment diagramsShear force bending moment diagrams
Shear force bending moment diagrams
 

Viewers also liked

Viewers also liked (7)

TEAM TRAINING FOR PRO'S
TEAM TRAINING FOR PRO'STEAM TRAINING FOR PRO'S
TEAM TRAINING FOR PRO'S
 
Lec13
Lec13Lec13
Lec13
 
Gnss data-processing
Gnss data-processingGnss data-processing
Gnss data-processing
 
introduction-of-GNSS-1
introduction-of-GNSS-1introduction-of-GNSS-1
introduction-of-GNSS-1
 
GNSS - Global Navigation Satellite System
GNSS - Global Navigation Satellite SystemGNSS - Global Navigation Satellite System
GNSS - Global Navigation Satellite System
 
Modelling and simulation
Modelling and simulationModelling and simulation
Modelling and simulation
 
Simulation Powerpoint- Lecture Notes
Simulation Powerpoint- Lecture NotesSimulation Powerpoint- Lecture Notes
Simulation Powerpoint- Lecture Notes
 

Similar to Method of fault modelling

DISTANCE TWO LABELING FOR MULTI-STOREY GRAPHS
DISTANCE TWO LABELING FOR MULTI-STOREY GRAPHSDISTANCE TWO LABELING FOR MULTI-STOREY GRAPHS
DISTANCE TWO LABELING FOR MULTI-STOREY GRAPHSgraphhoc
 
IRJET- Independent Middle Domination Number in Jump Graph
IRJET- Independent Middle Domination Number in Jump GraphIRJET- Independent Middle Domination Number in Jump Graph
IRJET- Independent Middle Domination Number in Jump GraphIRJET Journal
 
New Classes of Odd Graceful Graphs - M. E. Abdel-Aal
New Classes of Odd Graceful Graphs - M. E. Abdel-AalNew Classes of Odd Graceful Graphs - M. E. Abdel-Aal
New Classes of Odd Graceful Graphs - M. E. Abdel-AalGiselleginaGloria
 
Generarlized operations on fuzzy graphs
Generarlized operations on fuzzy graphsGenerarlized operations on fuzzy graphs
Generarlized operations on fuzzy graphsAlexander Decker
 
2007 EuRad Conference: Speech on Rough Layers (odp)
2007 EuRad Conference: Speech on Rough Layers (odp)2007 EuRad Conference: Speech on Rough Layers (odp)
2007 EuRad Conference: Speech on Rough Layers (odp)Nicolas Pinel
 
TM plane wave scattering from finite rectangular grooves in a conducting plan...
TM plane wave scattering from finite rectangular grooves in a conducting plan...TM plane wave scattering from finite rectangular grooves in a conducting plan...
TM plane wave scattering from finite rectangular grooves in a conducting plan...Yong Heui Cho
 
2007 EuRad Conference: Speech on Rough Layers (ppt)
2007 EuRad Conference: Speech on Rough Layers (ppt)2007 EuRad Conference: Speech on Rough Layers (ppt)
2007 EuRad Conference: Speech on Rough Layers (ppt)Nicolas Pinel
 
Non Split Edge Domination in Fuzzy Graphs
Non Split Edge Domination in Fuzzy GraphsNon Split Edge Domination in Fuzzy Graphs
Non Split Edge Domination in Fuzzy Graphspaperpublications3
 
Complex analysis notes
Complex analysis notesComplex analysis notes
Complex analysis notesPrakash Dabhi
 
04_spectral_applications.pdf
04_spectral_applications.pdf04_spectral_applications.pdf
04_spectral_applications.pdfBruno Levy
 
OE Instrumentation_03_Interferometry_2.pdf
OE Instrumentation_03_Interferometry_2.pdfOE Instrumentation_03_Interferometry_2.pdf
OE Instrumentation_03_Interferometry_2.pdfJamesWalter40
 
New Classes of Odd Graceful Graphs
New Classes of Odd Graceful GraphsNew Classes of Odd Graceful Graphs
New Classes of Odd Graceful Graphsgraphhoc
 
Iceaa07 Foils
Iceaa07 FoilsIceaa07 Foils
Iceaa07 FoilsAntonini
 
Lect 03 Smith charts.pdf
Lect 03 Smith charts.pdfLect 03 Smith charts.pdf
Lect 03 Smith charts.pdfAhmed Salem
 
Image formation
Image formationImage formation
Image formationpotaters
 

Similar to Method of fault modelling (20)

DISTANCE TWO LABELING FOR MULTI-STOREY GRAPHS
DISTANCE TWO LABELING FOR MULTI-STOREY GRAPHSDISTANCE TWO LABELING FOR MULTI-STOREY GRAPHS
DISTANCE TWO LABELING FOR MULTI-STOREY GRAPHS
 
IRJET- Independent Middle Domination Number in Jump Graph
IRJET- Independent Middle Domination Number in Jump GraphIRJET- Independent Middle Domination Number in Jump Graph
IRJET- Independent Middle Domination Number in Jump Graph
 
New Classes of Odd Graceful Graphs - M. E. Abdel-Aal
New Classes of Odd Graceful Graphs - M. E. Abdel-AalNew Classes of Odd Graceful Graphs - M. E. Abdel-Aal
New Classes of Odd Graceful Graphs - M. E. Abdel-Aal
 
Generarlized operations on fuzzy graphs
Generarlized operations on fuzzy graphsGenerarlized operations on fuzzy graphs
Generarlized operations on fuzzy graphs
 
2007 EuRad Conference: Speech on Rough Layers (odp)
2007 EuRad Conference: Speech on Rough Layers (odp)2007 EuRad Conference: Speech on Rough Layers (odp)
2007 EuRad Conference: Speech on Rough Layers (odp)
 
TM plane wave scattering from finite rectangular grooves in a conducting plan...
TM plane wave scattering from finite rectangular grooves in a conducting plan...TM plane wave scattering from finite rectangular grooves in a conducting plan...
TM plane wave scattering from finite rectangular grooves in a conducting plan...
 
2007 EuRad Conference: Speech on Rough Layers (ppt)
2007 EuRad Conference: Speech on Rough Layers (ppt)2007 EuRad Conference: Speech on Rough Layers (ppt)
2007 EuRad Conference: Speech on Rough Layers (ppt)
 
Test
TestTest
Test
 
Network Theory
Network TheoryNetwork Theory
Network Theory
 
Non Split Edge Domination in Fuzzy Graphs
Non Split Edge Domination in Fuzzy GraphsNon Split Edge Domination in Fuzzy Graphs
Non Split Edge Domination in Fuzzy Graphs
 
Complex analysis notes
Complex analysis notesComplex analysis notes
Complex analysis notes
 
04_spectral_applications.pdf
04_spectral_applications.pdf04_spectral_applications.pdf
04_spectral_applications.pdf
 
OE Instrumentation_03_Interferometry_2.pdf
OE Instrumentation_03_Interferometry_2.pdfOE Instrumentation_03_Interferometry_2.pdf
OE Instrumentation_03_Interferometry_2.pdf
 
CLIM Fall 2017 Course: Statistics for Climate Research, Nonstationary Covaria...
CLIM Fall 2017 Course: Statistics for Climate Research, Nonstationary Covaria...CLIM Fall 2017 Course: Statistics for Climate Research, Nonstationary Covaria...
CLIM Fall 2017 Course: Statistics for Climate Research, Nonstationary Covaria...
 
New Classes of Odd Graceful Graphs
New Classes of Odd Graceful GraphsNew Classes of Odd Graceful Graphs
New Classes of Odd Graceful Graphs
 
Iceaa07 Foils
Iceaa07 FoilsIceaa07 Foils
Iceaa07 Foils
 
Presentation.pdf
Presentation.pdfPresentation.pdf
Presentation.pdf
 
Lect 03 Smith charts.pdf
Lect 03 Smith charts.pdfLect 03 Smith charts.pdf
Lect 03 Smith charts.pdf
 
Image formation
Image formationImage formation
Image formation
 
735
735735
735
 

More from Kutubuddin ANSARI (11)

The motion of Earth
The motion of EarthThe motion of Earth
The motion of Earth
 
Interior Structure of the Earth
Interior  Structure of the EarthInterior  Structure of the Earth
Interior Structure of the Earth
 
Problem of Geodesy
Problem of GeodesyProblem of Geodesy
Problem of Geodesy
 
Basic of Geodesy
Basic of GeodesyBasic of Geodesy
Basic of Geodesy
 
Coordinate-transformation
Coordinate-transformationCoordinate-transformation
Coordinate-transformation
 
GNSS data collection
GNSS data collectionGNSS data collection
GNSS data collection
 
GPS sattelite orbit
GPS sattelite orbitGPS sattelite orbit
GPS sattelite orbit
 
Gps-signal
Gps-signalGps-signal
Gps-signal
 
GPS-errors-2
GPS-errors-2GPS-errors-2
GPS-errors-2
 
GPS-errors-1
GPS-errors-1GPS-errors-1
GPS-errors-1
 
Introduction-of-GNSS-2
Introduction-of-GNSS-2Introduction-of-GNSS-2
Introduction-of-GNSS-2
 

Recently uploaded

Beyond the EU: DORA and NIS 2 Directive's Global Impact
Beyond the EU: DORA and NIS 2 Directive's Global ImpactBeyond the EU: DORA and NIS 2 Directive's Global Impact
Beyond the EU: DORA and NIS 2 Directive's Global ImpactPECB
 
1029-Danh muc Sach Giao Khoa khoi 6.pdf
1029-Danh muc Sach Giao Khoa khoi  6.pdf1029-Danh muc Sach Giao Khoa khoi  6.pdf
1029-Danh muc Sach Giao Khoa khoi 6.pdfQucHHunhnh
 
Accessible design: Minimum effort, maximum impact
Accessible design: Minimum effort, maximum impactAccessible design: Minimum effort, maximum impact
Accessible design: Minimum effort, maximum impactdawncurless
 
Arihant handbook biology for class 11 .pdf
Arihant handbook biology for class 11 .pdfArihant handbook biology for class 11 .pdf
Arihant handbook biology for class 11 .pdfchloefrazer622
 
Introduction to Nonprofit Accounting: The Basics
Introduction to Nonprofit Accounting: The BasicsIntroduction to Nonprofit Accounting: The Basics
Introduction to Nonprofit Accounting: The BasicsTechSoup
 
Measures of Dispersion and Variability: Range, QD, AD and SD
Measures of Dispersion and Variability: Range, QD, AD and SDMeasures of Dispersion and Variability: Range, QD, AD and SD
Measures of Dispersion and Variability: Range, QD, AD and SDThiyagu K
 
BAG TECHNIQUE Bag technique-a tool making use of public health bag through wh...
BAG TECHNIQUE Bag technique-a tool making use of public health bag through wh...BAG TECHNIQUE Bag technique-a tool making use of public health bag through wh...
BAG TECHNIQUE Bag technique-a tool making use of public health bag through wh...Sapna Thakur
 
Nutritional Needs Presentation - HLTH 104
Nutritional Needs Presentation - HLTH 104Nutritional Needs Presentation - HLTH 104
Nutritional Needs Presentation - HLTH 104misteraugie
 
Explore beautiful and ugly buildings. Mathematics helps us create beautiful d...
Explore beautiful and ugly buildings. Mathematics helps us create beautiful d...Explore beautiful and ugly buildings. Mathematics helps us create beautiful d...
Explore beautiful and ugly buildings. Mathematics helps us create beautiful d...christianmathematics
 
The Most Excellent Way | 1 Corinthians 13
The Most Excellent Way | 1 Corinthians 13The Most Excellent Way | 1 Corinthians 13
The Most Excellent Way | 1 Corinthians 13Steve Thomason
 
Kisan Call Centre - To harness potential of ICT in Agriculture by answer farm...
Kisan Call Centre - To harness potential of ICT in Agriculture by answer farm...Kisan Call Centre - To harness potential of ICT in Agriculture by answer farm...
Kisan Call Centre - To harness potential of ICT in Agriculture by answer farm...Krashi Coaching
 
Key note speaker Neum_Admir Softic_ENG.pdf
Key note speaker Neum_Admir Softic_ENG.pdfKey note speaker Neum_Admir Softic_ENG.pdf
Key note speaker Neum_Admir Softic_ENG.pdfAdmir Softic
 
Ecosystem Interactions Class Discussion Presentation in Blue Green Lined Styl...
Ecosystem Interactions Class Discussion Presentation in Blue Green Lined Styl...Ecosystem Interactions Class Discussion Presentation in Blue Green Lined Styl...
Ecosystem Interactions Class Discussion Presentation in Blue Green Lined Styl...fonyou31
 
Holdier Curriculum Vitae (April 2024).pdf
Holdier Curriculum Vitae (April 2024).pdfHoldier Curriculum Vitae (April 2024).pdf
Holdier Curriculum Vitae (April 2024).pdfagholdier
 
IGNOU MSCCFT and PGDCFT Exam Question Pattern: MCFT003 Counselling and Family...
IGNOU MSCCFT and PGDCFT Exam Question Pattern: MCFT003 Counselling and Family...IGNOU MSCCFT and PGDCFT Exam Question Pattern: MCFT003 Counselling and Family...
IGNOU MSCCFT and PGDCFT Exam Question Pattern: MCFT003 Counselling and Family...PsychoTech Services
 
SOCIAL AND HISTORICAL CONTEXT - LFTVD.pptx
SOCIAL AND HISTORICAL CONTEXT - LFTVD.pptxSOCIAL AND HISTORICAL CONTEXT - LFTVD.pptx
SOCIAL AND HISTORICAL CONTEXT - LFTVD.pptxiammrhaywood
 
Disha NEET Physics Guide for classes 11 and 12.pdf
Disha NEET Physics Guide for classes 11 and 12.pdfDisha NEET Physics Guide for classes 11 and 12.pdf
Disha NEET Physics Guide for classes 11 and 12.pdfchloefrazer622
 
A Critique of the Proposed National Education Policy Reform
A Critique of the Proposed National Education Policy ReformA Critique of the Proposed National Education Policy Reform
A Critique of the Proposed National Education Policy ReformChameera Dedduwage
 
The basics of sentences session 2pptx copy.pptx
The basics of sentences session 2pptx copy.pptxThe basics of sentences session 2pptx copy.pptx
The basics of sentences session 2pptx copy.pptxheathfieldcps1
 
Presentation by Andreas Schleicher Tackling the School Absenteeism Crisis 30 ...
Presentation by Andreas Schleicher Tackling the School Absenteeism Crisis 30 ...Presentation by Andreas Schleicher Tackling the School Absenteeism Crisis 30 ...
Presentation by Andreas Schleicher Tackling the School Absenteeism Crisis 30 ...EduSkills OECD
 

Recently uploaded (20)

Beyond the EU: DORA and NIS 2 Directive's Global Impact
Beyond the EU: DORA and NIS 2 Directive's Global ImpactBeyond the EU: DORA and NIS 2 Directive's Global Impact
Beyond the EU: DORA and NIS 2 Directive's Global Impact
 
1029-Danh muc Sach Giao Khoa khoi 6.pdf
1029-Danh muc Sach Giao Khoa khoi  6.pdf1029-Danh muc Sach Giao Khoa khoi  6.pdf
1029-Danh muc Sach Giao Khoa khoi 6.pdf
 
Accessible design: Minimum effort, maximum impact
Accessible design: Minimum effort, maximum impactAccessible design: Minimum effort, maximum impact
Accessible design: Minimum effort, maximum impact
 
Arihant handbook biology for class 11 .pdf
Arihant handbook biology for class 11 .pdfArihant handbook biology for class 11 .pdf
Arihant handbook biology for class 11 .pdf
 
Introduction to Nonprofit Accounting: The Basics
Introduction to Nonprofit Accounting: The BasicsIntroduction to Nonprofit Accounting: The Basics
Introduction to Nonprofit Accounting: The Basics
 
Measures of Dispersion and Variability: Range, QD, AD and SD
Measures of Dispersion and Variability: Range, QD, AD and SDMeasures of Dispersion and Variability: Range, QD, AD and SD
Measures of Dispersion and Variability: Range, QD, AD and SD
 
BAG TECHNIQUE Bag technique-a tool making use of public health bag through wh...
BAG TECHNIQUE Bag technique-a tool making use of public health bag through wh...BAG TECHNIQUE Bag technique-a tool making use of public health bag through wh...
BAG TECHNIQUE Bag technique-a tool making use of public health bag through wh...
 
Nutritional Needs Presentation - HLTH 104
Nutritional Needs Presentation - HLTH 104Nutritional Needs Presentation - HLTH 104
Nutritional Needs Presentation - HLTH 104
 
Explore beautiful and ugly buildings. Mathematics helps us create beautiful d...
Explore beautiful and ugly buildings. Mathematics helps us create beautiful d...Explore beautiful and ugly buildings. Mathematics helps us create beautiful d...
Explore beautiful and ugly buildings. Mathematics helps us create beautiful d...
 
The Most Excellent Way | 1 Corinthians 13
The Most Excellent Way | 1 Corinthians 13The Most Excellent Way | 1 Corinthians 13
The Most Excellent Way | 1 Corinthians 13
 
Kisan Call Centre - To harness potential of ICT in Agriculture by answer farm...
Kisan Call Centre - To harness potential of ICT in Agriculture by answer farm...Kisan Call Centre - To harness potential of ICT in Agriculture by answer farm...
Kisan Call Centre - To harness potential of ICT in Agriculture by answer farm...
 
Key note speaker Neum_Admir Softic_ENG.pdf
Key note speaker Neum_Admir Softic_ENG.pdfKey note speaker Neum_Admir Softic_ENG.pdf
Key note speaker Neum_Admir Softic_ENG.pdf
 
Ecosystem Interactions Class Discussion Presentation in Blue Green Lined Styl...
Ecosystem Interactions Class Discussion Presentation in Blue Green Lined Styl...Ecosystem Interactions Class Discussion Presentation in Blue Green Lined Styl...
Ecosystem Interactions Class Discussion Presentation in Blue Green Lined Styl...
 
Holdier Curriculum Vitae (April 2024).pdf
Holdier Curriculum Vitae (April 2024).pdfHoldier Curriculum Vitae (April 2024).pdf
Holdier Curriculum Vitae (April 2024).pdf
 
IGNOU MSCCFT and PGDCFT Exam Question Pattern: MCFT003 Counselling and Family...
IGNOU MSCCFT and PGDCFT Exam Question Pattern: MCFT003 Counselling and Family...IGNOU MSCCFT and PGDCFT Exam Question Pattern: MCFT003 Counselling and Family...
IGNOU MSCCFT and PGDCFT Exam Question Pattern: MCFT003 Counselling and Family...
 
SOCIAL AND HISTORICAL CONTEXT - LFTVD.pptx
SOCIAL AND HISTORICAL CONTEXT - LFTVD.pptxSOCIAL AND HISTORICAL CONTEXT - LFTVD.pptx
SOCIAL AND HISTORICAL CONTEXT - LFTVD.pptx
 
Disha NEET Physics Guide for classes 11 and 12.pdf
Disha NEET Physics Guide for classes 11 and 12.pdfDisha NEET Physics Guide for classes 11 and 12.pdf
Disha NEET Physics Guide for classes 11 and 12.pdf
 
A Critique of the Proposed National Education Policy Reform
A Critique of the Proposed National Education Policy ReformA Critique of the Proposed National Education Policy Reform
A Critique of the Proposed National Education Policy Reform
 
The basics of sentences session 2pptx copy.pptx
The basics of sentences session 2pptx copy.pptxThe basics of sentences session 2pptx copy.pptx
The basics of sentences session 2pptx copy.pptx
 
Presentation by Andreas Schleicher Tackling the School Absenteeism Crisis 30 ...
Presentation by Andreas Schleicher Tackling the School Absenteeism Crisis 30 ...Presentation by Andreas Schleicher Tackling the School Absenteeism Crisis 30 ...
Presentation by Andreas Schleicher Tackling the School Absenteeism Crisis 30 ...
 

Method of fault modelling

  • 1. Method of Modelling Kutubuddin ANSARI kutubuddin.ansari@ikc.edu.tr GNSS Surveying, GE 205 Lecture 12, May 22, 2015
  • 2. The Geometry of the fault having parameters (length, width, depth, dip angle) can be given by analytically by Green function (G): 2 2 1 1 AL AW AL AW G d dη ξ= ∫ ∫ (Okada, 1985 &1992) Length Width DIP Slip Length(AL) Width(AW) Length Width cos sin x AL y d AW ξ η δ δ = − = + − (δ) Dislocation Theory
  • 3. (P. Cervelli et. al 2001) S is Slip For Oblique Slip S= s.cosα + s.sinα d= sG(m) Relationship between dislocation field (d) and the fault geometry G(m)
  • 4. Since the ruptured area is not a perfect finite rectangular and it contains error the Cervelli equation becomes Forward Modelling Approach d= sG(m)+ d-sG(m) 0 ˆ ˆ ˆd= sG(m) if ε ε ε = → where m=initial model parameter ˆ mod ˆ mod ˆ mod s slip error S Net slip d elled dislocaton field s el slip m el parameter rake of the netslip on the fault plane ε α = = = = = = =For Oblique Slip S= s.cosα + s.sinα
  • 5. Coulomb Software Coulomb software is based on the Boundary Element Method (BEM). The inputs given to Coulomb are estimates of length, width, dip angle, strike slip and dip slip of the modelled fault plane as well as the co-ordinates of the trace of the fault plane. (Toda et al., 2010)
  • 6. Coulomb Input File (Toda et al., 2010)
  • 7. Coulomb Input File (Toda et al., 2010)
  • 8. The relation between displacement field and the source geometry can be expressed by the following equation: ( ) ( ) d G m d sG m α = Where d= displacement vector m=source geometry (dislocation, length, width, depth, strike, dip) s=slip (P. Cervelli et al., 2001) Inverse Modelling
  • 9. If we have observed data d1 , d2 , …dn and the Green function of each observation data are G1 , G2 , …Gn respectively, Then- 1 11 12 1 1 2 21 22 2 2 1 2 ......... ......... . . . . . . . . . ......... m m n n n nm m d G G G m d G G G m d G G G m                     =                             1 1 11 12 1 1 2 21 22 2 2 1 2 ......... ......... . . . . . . . . . ......... m m m n n nm n m G G G d m G G G d m G G G d −                         =                                   Least square approach
  • 10. Cartesian Co-ordinate system (x,y,z) the half space occupied region z<0 if fault is located at (0,0,-d) the point force distribution can be given in following form . Finite Element Method μ, λ are lames constants
  • 11. Thrust faults :- F1 and F2 will be horizontal and F3 will be vertical. Normal faults:- F2 and F3 will be horizontal and F1 will be vertical Strike-slip faults:- F1 and F3 will be horizontal and F2 will be vertical
  • 12.
  • 13. ANSYS (Brick 8 node 185) element, White concentrated area is showing finite rectangular fault
  • 14. Where Fi is acting force and ui and vi displacements of points and ki j are Stifness constants
  • 15. At location of fault points