20150427 Workshop Midas Civil FSM

Midas Civil Pemodelan Prestressed Concrete Full Staging Method (FSM)

Workshop

Part 3. Design

Full Staging Method

Bridging Your Innovations to Realities

Introduction

Full Staging Method (FSM) adalah suatu metode konstruksi jembatan dengan menggunakan sistem shoring pada seluruh bentang jembatan secara konvensional

midas

Civil

Workshop

Part 3. Design

Full Staging Method

Ilustration of FSM Construction Stage

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Civil

Bridging Your Innovations to Realities

Workshop

Part 3. Design

Side View

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Civil

Full Staging Method

Bridging Your Innovations to Realities

Workshop

Part 3. Design

Full Staging Method

Box Girder Section

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Workshop

Part 3. Design

Full Staging Method

Bridging Your Innovations to Realities

Tendon profile

Potongan A

Potongan B midas

Civil

Workshop

Part 3. Design

Full Staging Method

Tendon Prestressing Staging

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Workshop

Part 3. Design

Full Staging Method

Modeling

 Pengaturan Satuan Tools → Unit System 1. 2. 3. 4.

Length → mm Force → N Temperature → Celsius Click → OK

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Workshop

Part 3. Design

Full Staging Method

Modeling (Midas Civil Software External)

 Sectional Properties Calculator Tools → Sectional Properties Calculator 1. 2. 3.

Force → N Length → mm Click → OK

midas

Civil

Bridging Your Innovations to Realities

Workshop

Part 3. Design

Full Staging Method

Modeling (Midas Civil Software External)

 Import Section From AutoCAD Data File → Import → AutoCAD DXF 1. 2.

DXF File Name → Penampang.dxf Click → OK

midas

Civil

Bridging Your Innovations to Realities

Workshop

Part 3. Design

Full Staging Method

Modeling (Midas Civil Software External)

 Generate Section Model → Section → Generate 1.

Select the section

2. 3.

Type → Plane Click → OK

midas

Civil

Bridging Your Innovations to Realities

Workshop

Part 3. Design

Full Staging Method

Modeling (Midas Civil Software External)

 Calculate Section Property→ Calculate Section Property 1. 2.

Select the section Click → Apply

midas

Civil

Bridging Your Innovations to Realities

Workshop

Part 3. Design

Full Staging Method

Modeling (Midas Civil Software External)

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Civil

Bridging Your Innovations to Realities

Workshop

Part 3. Design

Full Staging Method

Modeling (Midas Civil Software External)

 Export Section Model → Section → Export 1. 2. 3. 4. 5.

Select the section Select → MIDAS Section File File Name → Penampang.sec Click → Save Click → Apply

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Civil

Bridging Your Innovations to Realities

Workshop

Part 3. Design

Full Staging Method

Bridging Your Innovations to Realities

Modeling (Midas Civil)

 Defining Box Girder Sections

2

Properties → Section Properties 1. 2. 3. 4. 5. 6. 7.

4 3

Click → Add Go to PSC Tab Name → PSC Select → PSC Value Select Data → Import from SPC Open Penampang.sec Click → OK

5

6

1

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Civil

Workshop

Part 3. Design

Full Staging Method

Bridging Your Innovations to Realities

Modeling

 Defining Box Girder Sections Properties → Section Properties 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18.

T1 → 250 T2 → 400 BT → 3745 HT → 2175 Thk → 400 8 Z1 → 2100 9 10 Z2 → 400 (Check all the Auto Option) 11 Click Change Offset Offset → Center-Top 12 Click → OK Click → OK 13

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Workshop

Part 3. Design

Modeling

midas

Civil

Full Staging Method

Bridging Your Innovations to Realities

Workshop

Part 3. Design

Full Staging Method

Bridging Your Innovations to Realities

Modeling

 Defining Column Sections

2

Properties → Section Properties 4

1. 2. 3. 4. 5. 6. 7.

Click → Add Go to DB/User Tab Name → Column Select → Solid Round Select → User D → 4000 Click → OK

3

5

6

1

7 midas

Civil

Workshop

Part 3. Design

Full Staging Method

Bridging Your Innovations to Realities

Modeling

 Defining Concrete Materials 2

Properties → Material Properties 1. 2. 3. 4. 5. 6.

3

Click → Add Name → C50 Type of Design → Concrete Standard → CSA (RC) DB → C50 Click → OK

4 5

1

6

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Civil

Workshop

Part 3. Design

Full Staging Method

Bridging Your Innovations to Realities

Modeling

 Defining Strand Materials 2

Properties → Material Properties 1. 2. 3. 4. 5. 6.

3

Click → Add Name → A416-270(Low) Type of Design → Steel Standard → ASTM(S) DB → A416-270(Low) Click → OK

4 5

1

6

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Civil

Workshop

Part 3. Design

Full Staging Method

Bridging Your Innovations to Realities

Modeling

 Structure modeling Structure → Base Structure → Beam… 1. 2. 3. 4. 5. 6.

1

Select Type 1 Distance → 24@4000 Click → Add Material → C50 Section → PSC Click → OK

2 3

4 5

6

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Civil

Workshop

Part 3. Design

Full Staging Method

Bridging Your Innovations to Realities

Modeling

 Structure modeling Node/Element → Translate Nodes 1. 2. 3. 4.

Click → Select the nodes 1, 13, 25 dx,dy,dz → 0,0,-2500 Click → Apply

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3

4 midas

Civil

Workshop

Part 3. Design

Full Staging Method

Modeling

 Structure modeling

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Civil

Bridging Your Innovations to Realities

Workshop

Part 3. Design

Full Staging Method

Bridging Your Innovations to Realities

Modeling

 Structure modeling

1

Node/Element → Extrude Elements 1. 2.

Click → Select the nodes 27

3.

Extrude Type → Node -> Line Element

4. 5. 6. 7. 8. 9.

Element Type → Beam Material → C50 Section → Column dx,dy,dz → 0,0,-2000 Numbers of Times → 5 Click → Apply

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7 8

9 midas

Civil

Workshop

Part 3. Design

Full Staging Method

Modeling

 Structure modeling

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Civil

Bridging Your Innovations to Realities

Workshop

Part 3. Design

Modeling

Open FSM 01 mcb

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Civil

Full Staging Method

Bridging Your Innovations to Realities

Workshop

Part 3. Design

Full Staging Method

Modeling

 Structure modeling Go to Group Tab In The tree menu 1. 2.

Right Click on the Structure Group and Select New Name → Perletakan

Similarly define the following groups: Structure:  Perletakan Sementara  Piertable  Girder 1  Girder 2 Boundary:  Perletakan  Perletakan Sementara  Link Load:  Selfweight  SiDL  PT girder 1  PT girder 2 midas

Civil

Bridging Your Innovations to Realities

Workshop

Part 3. Design

Full Staging Method

Modeling

 Defining Structure Group 1.

Select the nodes 1, 25, 26, 28, 33 by typing 1 25 26 28 33 in the node selection filed 2. Drag & drop Perletakan Group 3. Type 2to11 15to24 in the node selection filed 4. Drag & drop Perletakan sementara Group 5. Type 12to14 27 29to33 in the node selection filed and 12 13 25to29 in the element selection filed 6. Drag & drop Piertable Group 7. Type 2to11 in the node selection filed and 1to11 in the element selection filed 8. Drag & drop Girder 1 Group 9. Type 15to24 in the node selection filed and 14to24 in the element selection filed 10. Drag & drop Girder 2 Group

midas

Civil

Bridging Your Innovations to Realities

Workshop

Part 3. Design

Full Staging Method

Bridging Your Innovations to Realities

Modeling

 Defining Supports Boundary → Define Supports 1. 2. 3. 4.

Select the nodes 33 Boundary Group → Perletakan Select D-ALL and R-ALL Click → Apply

1. 2. 3. 4.

Select the nodes 26 and 28 Boundary Group → Perletakan Select Dy and Dz Click → Apply

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3

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midas

Civil

Workshop

Part 3. Design

Full Staging Method

Bridging Your Innovations to Realities

Modeling

 Defining Supports Boundary → Define Supports 1.

Type 1to11 15to25 in the node selection filed

2.

Boundary Group → Perletakan Sementara

3. 4.

Select Dy and Dz Click → Apply

2

3

4

midas

Civil

Workshop

Part 3. Design

Full Staging Method

Bridging Your Innovations to Realities

Modeling

 Defining Links

1

Boundary → Define Supports 1. 2. 3. 4.

Boundary Group → Link Type → Rigid 2 Nodes → 1,26 Click → Apply

3. 4.

2 Nodes → 13,27 Click → Apply

3. 4.

2 Nodes → 25,28 Click → Apply

2

3

4 midas

Civil

Workshop

Part 3. Design

Full Staging Method

Bridging Your Innovations to Realities

Modeling

 Modeling of Tendons 2 3

Load → Temp./Prestress → Tendon Property 4

1. 2. 3. 4. 5.

Click Add Tendon Name → 37-0.6 Tendon Type → Internal(Post-Tension) Material → Select A416-270(low) Total tendon Area → Click on

6.

Strand Diameter → Select 15.2mm(0.6”)

7. 8. 9. 10. 11.

Number of Strands → 37 Click → OK Duct Diameter → 140 Relaxation → CEB-FIP → 2.5% Click → OK

5 9 10

1

6 7 8

midas

Civil

Workshop

Part 3. Design

Full Staging Method

Bridging Your Innovations to Realities

Tendon profile

Potongan A

Potongan B midas

Civil

Workshop

Part 3. Design

Full Staging Method

Bridging Your Innovations to Realities

2 3 4

Modeling

 Modeling of Tendons

5 6

Load → Temp./Prestress → Tendon Profile

1. 2. 3. 4. 5. 6. 7.

Click Add Tendon Name → 01 web 01 Tendon Property → 37-0.6 Assigned Elements → 1to12 Input Type → 3D Curve Type → Spline Reference Axis → Element

8.

Coordinates:

9. 10. 11. 12. 13.

Profile Insertion Point → 1 X Axis Rot. Angle → -25 Select the Projection option Offset y → 2945 ; z → 0 Click → OK

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8

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13 midas

Civil

Workshop

Part 3. Design

Full Staging Method

Modeling

 Modeling of Tendons

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Workshop

Part 3. Design

Modeling

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Civil

Full Staging Method

Bridging Your Innovations to Realities

Workshop

Part 3. Design

Modeling

Open FSM 02.mcb

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Civil

Full Staging Method

Bridging Your Innovations to Realities

Workshop

Part 3. Design

Full Staging Method

Bridging Your Innovations to Realities

Modeling

 Defining Static Load Cases Load → Static Load Cases

1. 2. 3. 4.

Name → Self Weight Type → Construction Stage Load (CS) Click Add Repeat the input for SiDL and Prestress PT

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Civil

1 2

3

Workshop

Part 3. Design

Full Staging Method

Bridging Your Innovations to Realities

Modeling

 Defining Selfweight Loads Load → Static Loads → Self Weight

1. 2. 3. 4.

Load Case Name → Selfweight Load Group name → Selfweight Z→ -1 Click Add

1 2

3

4

midas

Civil

Workshop

Part 3. Design

Full Staging Method

Bridging Your Innovations to Realities

Modeling

 Defining Super-imposed Dead Loads Load → Static Loads → Element

1. 2. 3. 4. 5. 6. 7.

Type 1to24 in the element selection filed Load Case Name → SiDL Load Group name → SiDL Load Type → Uniform Loads Direction → Global Z w → -10 (-10N/mm) Click Apply

2 3

4

5

6

6 midas

Civil

Workshop

Part 3. Design

Full Staging Method

Bridging Your Innovations to Realities

Modeling

 Defining Prestress Loads Load → Temp./Prestress → Tendon Prestress

1. 2.

Load Case Name → Prestress PT Load Group name → PT girder 1

3.

Select 01web01 and 01web02 tendons

4. 5. 6. 7.

Stress Value → Stress 1st Jacking → both Begin → 1300; End → 1300 Click Add

1. 2.

Load Case Name → Prestress PT Load Group name → PT girder 2

3.

Select 02web01 and 02web02 tendons

4. 5. 6. 7.

Stress Value → Stress 1st Jacking → both Begin → 1300; End → 1300 Click Add

1

2

3

4 5 6

7

midas

Civil

Workshop

Part 3. Design

Full Staging Method

Bridging Your Innovations to Realities

Modeling

 Time Dependent Material Definition (Creep / Shringkage) Properties → Creep / Shringkage 2

1. 2. 3. 4. 5. 6. 7.

3

Click → Add Name → CEB-FIP Code → CEB-FIP(1990) Characteristic Compresive → 50 Relative Humiditi → 70 Notational Size → 1000 (asumption) Click → OK

4 5 6

7

midas

Civil

Workshop

Part 3. Design

Full Staging Method

Bridging Your Innovations to Realities

Modeling

 Time Dependent Material Definition (Compresive Strenght) Properties → Compresive Strength

1. 2. 3. 4. 5.

Click → Add Name → CEB-FIP Code → CEB-FIP(1990) Permanent Compresive → 50 Click → OK

2

3 4

5

midas

Civil

Workshop

Part 3. Design

Full Staging Method

Bridging Your Innovations to Realities

Modeling

 Defining Notional Size of Member Properties → Change Property

1. 2. 3. 4. 5. 6.

Type 1to29 in the element selection filed Elem. Dependent Material → Notational Size of Member Select Auto Calculate Code → CEB-FIP a → 0.5 Click Apply

2 3 4

5

6

midas

Civil

Workshop

Part 3. Design

Full Staging Method

Bridging Your Innovations to Realities

Modeling

 Time Dependent Material Link Properties → Material Link

1. 2. 3. 4.

Creep/Shringkage → CEB-FIP Compresive Strenght → CEB-FIP Select → C50 Click Add

1 2

3

4

midas

Civil

Workshop

Part 3. Design

Full Staging Method

Modeling

 Modeling Construction Stage Load → Construction Stage → Define C.S.

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Civil

Bridging Your Innovations to Realities

Workshop

Part 3. Design

Full Staging Method

Modeling

 Modeling Construction Stage Load → Construction Stage → Define C.S.

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Civil

Bridging Your Innovations to Realities

Workshop

Part 3. Design

Full Staging Method

Modeling

 Modeling Construction Stage Load → Construction Stage → Define C.S.

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Civil

Bridging Your Innovations to Realities

Workshop

Part 3. Design

Full Staging Method

Modeling

 Modeling Construction Stage Load → Construction Stage → Define C.S.

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Civil

Bridging Your Innovations to Realities

Workshop

Part 3. Design

Full Staging Method

Modeling

 Modeling Construction Stage Load → Construction Stage → Define C.S.

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Civil

Bridging Your Innovations to Realities

Workshop

Part 3. Design

Modeling

Open FSM 03.mcb

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Civil

Full Staging Method

Bridging Your Innovations to Realities

Workshop

Part 3. Design

Full Staging Method

Analysis

 Define Construction Stage Analysis Analysis → Construction Stage

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Civil

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Workshop

Part 3. Design

Full Staging Method

Analysis

 Perform Analysis Analysis → Perform Analysis

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Bridging Your Innovations to Realities

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Part 3. Design

Full Staging Method

Moving Load Analysis

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Civil

Bridging Your Innovations to Realities

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Part 3. Design

Full Staging Method

Moving Load Analysis

 Define Code of Moving Load Analysis Load → Moving Load → Moving Load Code

1.

Select AASHTO LRFD

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Civil

Bridging Your Innovations to Realities

Workshop

Part 3. Design

Full Staging Method

Moving Load Analysis

Bridging Your Innovations to Realities

2

 Define Traffic Laine Lanes Load → Moving Load → Traffic Line Lanes

1. 2. 3. 4. 5. 6.

Click → Add Lane Name → Lane1 Eccentricity → -2500 Select Lane Element Select 2 points as Node 1 to 25 Click → OK

1. 2. 3. 4. 5. 6.

Click → Add Lane Name → Lane2 Eccentricity → 2500 Select Lane Element Select 2 points as Node 1 to 25 Click → OK

3

4

5

6 midas

Civil

Workshop

Part 3. Design

Full Staging Method

Moving Load Analysis

Bridging Your Innovations to Realities

2

 Define Truck Load Load → Moving Load → Vehicles 1. 2. 3. 4. 5. 6.

Click Add User Defined Click → Truck/Lane Vehicular Load Name → Truck P# → 50000 D# → 5000 Click → Add

4. 5. 6.

P# → 225000 D# → 4000 Click → Add

3

4

4. 5. 6. 7.

5 6

P# → 225000 D# → 9000 Click → Add Click → OK

7

midas

Civil

Workshop

Part 3. Design

Full Staging Method

Moving Load Analysis

 Define Truck Load

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Civil

Bridging Your Innovations to Realities

Workshop

Part 3. Design

Full Staging Method

Bridging Your Innovations to Realities

Moving Load Analysis 2

 Define Moving Load Cases

6 7 8

Load → Moving Load → Moving Load Cases

9

1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12.

Click Add Load Case Name → MV Multiple Presence Factor → 1 Loading Effect → Independent Click → Add Vehicle clases → Truck Scale Factor → 1 Min. Number of loaded lane → 0 Min. Number of loaded lane → 2 Select Lane1 and Lane2 Click → OK Click → OK

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5 12

midas

Civil

Workshop

Part 3. Design

Modeling

Open FSM 04.mcb

midas

Civil

Full Staging Method

Bridging Your Innovations to Realities

Workshop

Part 3. Design

Full Staging Method

Analysis

 Define Moving Load Analysis Analysis → Moving Load

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Civil

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Workshop

Part 3. Design

Full Staging Method

Analysis

 Perform Analysis Analysis → Perform Analysis

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Bridging Your Innovations to Realities

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Part 3. Design

Full Staging Method

Bridging Your Innovations to Realities

Temperature Load

 Define Load Cases Load → Static Load Cases

1. 2. 3. 4.

Name → System Temperature + Type → Temperature (T, TU) Click Add Repeat the input for • System Temperature + • System Temperature • Temperature Gradien + • Temperature Gradien -

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Civil

1 2

3

Workshop

Part 3. Design

Full Staging Method

Bridging Your Innovations to Realities

Temperature Load

 Define System Temperature Load → Temp./Prestress → System Temp. 1. 2. 3. 4.

Load Case Name → System Temperature + Cek The Initial Temperature Final Temperature → 15 Click Add

1

2

1. 2. 3. 4.

Load Case Name → System Temperature – Cek The Initial Temperature Final Temperature → -15 Click Add

3

4

midas

Civil

Workshop

Part 3. Design

Full Staging Method

Temperature Load

 Define Temperature Gradien

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Civil

Bridging Your Innovations to Realities

Workshop

Part 3. Design

Full Staging Method

Bridging Your Innovations to Realities

Temperature Load

 Define Temperature Gradien

1

Load → Temp./Prestress → Beam Section Temperature 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13.

Load Case Name → Temperature Gradien + Section Type → General Direction → Local-z Ref. position → +End(Top) Cek The Initial Temperature Material → Element B → 10000 H1 → 0; H2 → 250 T1 → 12; T2 → 3.73 Click → Add Repeat the adding for other position Type 1to24 in the element selection filed Click → Apply

midas

Civil

2 3 4

5 6

7 8 9 10

Workshop

Part 3. Design

Full Staging Method

Bridging Your Innovations to Realities

Temperature Load

 Define Temperature Gradien

1

Load → Temp./Prestress → Beam Section Temperature 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13.

Load Case Name → Temperature Gradien Section Type → General Direction → Local-z Ref. position → +End(Top) Cek The Initial Temperature Material → Element B → 10000 H1 → 0; H2 → 250 T1 → -4.8; T2 → -0.8 Click Add Repeat the adding for other position Type 1to24 in the element selection filed Click → Apply

midas

Civil

2 3 4

5 6

7 8 9 10

Workshop

Part 3. Design

Modeling

Open FSM 05.mcb

midas

Civil

Full Staging Method

Bridging Your Innovations to Realities

Workshop

Part 3. Design

Full Staging Method

Analysis

 Perform Analysis Analysis → Perform Analysis

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Civil

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Part 3. Design

Full Staging Method

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Analisis Respon Spektral

Specifying Structure Mass

Defining Eigenvalue Analysis Control

Response Spectrum Functions

Response Spectrum Load Cases

Response Spectrum Results

midas

Civil

Workshop

Part 3. Design

Full Staging Method

Bridging Your Innovations to Realities

Analisis Respon Spektral

 Step 1: Define Structure Mass The structure Mass can be defined in one of the following ways:  Lumped Mass  Consistent Mass

 Lumped Mass

The total mass of an element is directly distributed to the nodal points of an element.

 Consistent Mass

Consistent Mass is calculated with the shape function used to derive the stiffness matrix

midas

Civil

Workshop

Part 3. Design

Full Staging Method

Analisis Respon Spektral Lumped mass can be defined in: 1. Structure → Structure Type. 2. Load → Static Loads → Load to Masses

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Civil

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Workshop

Part 3. Design

Full Staging Method

Analisis Respon Spektral

Consider off Diagonal mass Consider the mass at the centroid of the section If the offset is defined.

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Civil

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Workshop

Part 3. Design

Full Staging Method

Analisis Respon Spektral Convert Self-weight into Masses

The masses of the elements included in the model can be automatically converted into lumped masses or consistence masses in midas Civil for dynamic analysis or computation of statically equivalent seismic loads. When dynamic analysis is performed with "Do not convert" option checked, mass effect cannot be reflected in the analysis.

midas

Civil

Bridging Your Innovations to Realities

Workshop

Part 3. Design

Full Staging Method

Analisis Respon Spektral

 Step 2: Defining Eigen Value Analysis Control Analysis -> Eigen Value Analysis Control

Subspace Iteration This method is effectively used when performing eigenvalue analysis for a finite element system of a large scale (large matrix system)

Lanczos Tri-diagonal Matrix is used to perform eigenvalue analysis. This method is effectively used when performing eigenvalue analysis for lower modes. If the model is complex this analysis is fast.

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Civil

Bridging Your Innovations to Realities

Workshop

Part 3. Design

Full Staging Method

Analisis Respon Spektral

 Step 3: Response Spectrum Functions Load → Seismic → RS Functions

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Civil

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Part 3. Design

Full Staging Method

Bridging Your Innovations to Realities

7

Analisis Respon Spektral

 Step 4: Response Spectrum Load Cases Load → Seismic → RS Load Cases 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12.

Load Case Name → X (X Direction) Direction → X-Y Exitation Angle → 0 Scale Factor → 1 Period modificator → 1 Click → Select → CQC Select the Add sign (+,-) Click → OK Select the response spectrum function Click → Add Input for the Y direction with Load cases name “Y” and excitation angle is 90.

Civil

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midas

1 2 3 4 5

Workshop

Part 3. Design

Modeling

Open FSM 06.mcb

midas

Civil

Full Staging Method

Bridging Your Innovations to Realities

Workshop

Part 3. Design

Full Staging Method

Analysis

 Perform Analysis Analysis → Perform Analysis

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Civil

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Workshop

Part 3. Design

Full Staging Method

Rebar Input

 Reinforcement Properties → Section Manager → Reinforcements

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Civil

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Workshop

Part 3. Design

Full Staging Method

Analysis

 Perform Analysis Analysis → Perform Analysis

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Civil

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Workshop

Part 3. Design

Full Staging Method

Design

 Load Combination Result → Load Combination

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Civil

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Part 3. Design

Full Staging Method

Design

 PSC Design Parameter PSC → Parameters

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Civil

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Workshop

Part 3. Design

Full Staging Method

Design

 Modify Concrete Materials PSC → PSC Design Materials

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Civil

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Workshop

Part 3. Design

Analysis

 Perform Design PSC → Perform Design

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Civil

Full Staging Method

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Workshop

Part 3. Design

Full Staging Method

Analysis

 Excel Report Design PSC → Excel Report

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Civil

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Civil