{"id":4004,"date":"2017-03-24T10:08:56","date_gmt":"2017-03-24T02:08:56","guid":{"rendered":"http:\/\/www.jdcui.com\/?p=4004"},"modified":"2017-06-02T09:22:54","modified_gmt":"2017-06-02T01:22:54","slug":"bookperform-3d-theory-and-toturials-table-of-contents","status":"publish","type":"post","link":"http:\/\/www.jdcui.com\/?p=4004","title":{"rendered":"[Book][PERFORM-3D Theory and Tutorials \u2014 Table of Contents]"},"content":{"rendered":"

[Book] PERFORM-3D Theory and Tutorials \u2014 Table of Contents [English Version]<\/strong><\/h2>\n
\n

Section I: Fundamentals<\/strong><\/p>\n

Chapter 1 Introduction of PERFORM-3D<\/strong><\/p>\n

1.1 Introduction…………………………………………………………………………. 18<\/p>\n

1.2 Software Interface ………………………………………………………………… 18<\/p>\n

1.3 Modeling Phase ……………………………………………………………………. 19<\/p>\n

1.3.1 Overall Information for Structure ……………………………………….. 20<\/p>\n

1.3.2 Nodes …………………………………………………………………………… 20<\/p>\n

1.3.3 Component Properties ………………………………………………………21<\/p>\n

1.3.4 Elements ………………………………………………………………………..23<\/p>\n

1.3.5 Add or Delete Frames ………………………………………………………. 24<\/p>\n

1.3.6 Load Patterns …………………………………………………………………. 25<\/p>\n

1.3.7 Import\/Export Structure Data ……………………………………………. 25<\/p>\n

1.3.8 Drifts and Deflections ………………………………………………………. 26<\/p>\n

1.3.9 Structure Sections …………………………………………………………. 27<\/p>\n

1.3.10 Limit States ………………………………………………………………… 28<\/p>\n

1.3.11 Inactive Elements ………………………………………………………… 28<\/p>\n

1.4 Analysis Phase ……………………………………………………………………. 28<\/p>\n

1.4.1 Load Cases …………………………………………………………………… 29<\/p>\n

1.4.2 Run analysis …………………………………………………………………. 30<\/p>\n

1.4.3 Modal Analysis Results …………………………………………………… 30<\/p>\n

1.4.4 Energy Balance …………………………………………………………….. 31<\/p>\n

1.4.5 Limit State Groups ………………………………………………………… 32<\/p>\n

1.4.6 Deflected Shapes …………………………………………………………… 32<\/p>\n

1.4.7 Time Histories ………………………………………………………………. 32<\/p>\n

1.4.8 Hysteresis Loops ……………………………………………………………. 33<\/p>\n

1.4.9 Moment and Shear diagrams ……………………………………………. 33<\/p>\n

1.4.10 General Push-over Plot …………………………………………………. 33<\/p>\n

1.4.11 Target Displacement Method ………………………………………….. 33<\/p>\n

1.4.12 Usage Ratio Graphs ……………………………………………………… 34<\/p>\n

1.4.13 Combinations and Envelopes …………………………………………. 34<\/p>\n

1.5 Summary ………………………………………………………………………….. 34<\/p>\n

1.6 References …………………………………………………………………………. 34<\/p>\n

Chapter 2 Quick Start Example: Elastic Analysis of Planar Steel Frames<\/strong><\/p>\n

2.1 Introduction of Example……………………………………………………………… 35<\/p>\n

2.2 Modelling…………………………………………………………………………………. 36<\/p>\n

2.2.1 Start PERFORM-3D……………………………………………………………… 36<\/p>\n

2.2.2 Overall information ……………………………………………………….. 36<\/p>\n

2.2.3 Nodes ………………………………………………………………………….. 37<\/p>\n

2.2.4 Component Properties ……………………………………………………. 41<\/p>\n

2.2.5 Elements ……………………………………………………………………… 43<\/p>\n

2.2.6 Load Patterns ……………………………………………………………….. 46<\/p>\n

2.2.7 Drifts and Deflections …………………………………………………….. 47<\/p>\n

2.2.8 Structural Sections ………………………………………………………… 48<\/p>\n

2.2.9 Limit States …………………………………………………………………. 50<\/p>\n

2.3 Modal Analysis …………………………………………………………………… 50<\/p>\n

2.4 Static Analysis ……………………………………………………………………. 52<\/p>\n

2.4.1 Build Load Case…………………………………………………………………… 52<\/p>\n

2.4.2 Build Analysis Sequence …………………………………………………. 53<\/p>\n

2.4.3 View Analysis Result ……………………………………………………… 54<\/p>\n

2.5 Dynamic Time-history Analysis ……………………………………………… 58<\/p>\n

2.5.1 Define Load Case…………………………………………………………………. 58<\/p>\n

2.5.2 Build Analysis Sequence …………………………………………………. 60<\/p>\n

2.5.3 View Analysis Result ……………………………………………………… 61<\/p>\n

2.6 Response Spectra Analysis ……………………………………………………. 62<\/p>\n

2.6.1 Define Load Case…………………………………………………………………. 62<\/p>\n

2.6.2 Build Analysis Sequence …………………………………………………. 65<\/p>\n

2.6.3 View Analysis Result ……………………………………………………… 65<\/p>\n

2.7 Summary…………………………………………………………………………………. 66<\/p>\n

2.8 References …………………………………………………………………………. 66<\/p>\n

Section II: Theory and Examples<\/strong><\/h3>\n

Chapter 3 Uniaxial Constitutive Relationship of Steel and Concrete Material<\/strong><\/p>\n

3.1 Introduction ………………………………………………………………………. 69<\/p>\n

3.2 Uniaxial Constitutive Relation of Steel ……………………………………. 69<\/p>\n

3.2.1 Bilinear Elasto-plastic Model………………………………………………….. 69<\/p>\n

3.2.2 Mengegotto & Pinto Model……………………………………………………. 69<\/p>\n

3.3 Uniaxial Constitutive Relation of Concrete ………………………………. 71<\/p>\n

3.3.1 Uniaxial Stress-Strain Relation……………………………………………….. 71<\/p>\n

3.3.2 Uniaxial Constitution of Concrete under Cyclic Loading……………… 83<\/p>\n

3.4 Skeleton Curves and Hysteretic Loops in PERFORM-3D …………….. 86<\/p>\n

3.4.1 Skeleton Curves ……………………………………………………………. 86<\/p>\n

3.4.2 Hysteretic Loops ……………………………………………………………. 87<\/p>\n

3.5 Uniaxial Constitutive Relation of Steel and Concrete Material in PERFORM-3D 91<\/p>\n

3.5.1 Steel Material in PERFORM-3D ……………………………………….. 91<\/p>\n

3.5.2 Concrete Material in PERFORM-3D ………………………………….. 92<\/p>\n

3.6 Summary ………………………………………………………………………….. 94<\/p>\n

3.7 References …………………………………………………………………………. 96<\/p>\n

Chapter 4 Plastic Hinge Model<\/strong><\/p>\n

4.1 Plastic Hinge Model of Beam and Column ……………………………….. 96<\/p>\n

4.2 Moment Plastic Hinge (M Hinge)…………………………………………….. 96<\/p>\n

4.2.1 Angle Plastic Hinge………………………………………………………………. 96<\/p>\n

4.2.2 Curvature Plastic Hinge ……………………………………………………….. 97<\/p>\n

4.2.3 Rigid-Plastic Hinge Definition……………………………………………….. 97<\/p>\n

4.2.4 Example of M Hinge Parameter Definition……………………………… 98<\/p>\n

4.3 Moment-Axial Hinge (PMM Hinge) ……………………………………… 107<\/p>\n

4.3.1 Examples for PMM Hinge Parameter Definition ……………………….. 108<\/p>\n

4.4 Plastic Hinge Model Examples…………………………………………………….. 117<\/p>\n

4.4.1 Examples Introduction ………………………………………………….. 117<\/p>\n

4.4.2 Model Phase ……………………………………………………………….. 118<\/p>\n

4.4.3 Analysis Phase …………………………………………………………….. 123<\/p>\n

4.4.4 Analysis Result…………………………………………………………………… 125<\/p>\n

4.5 Summary …………………………………………………………………………. 127<\/p>\n

4.6 References ……………………………………………………………………….. 127<\/p>\n

Chapter 5 Fibre Section Model<\/strong><\/p>\n

5.1 Fibre Section Model of Beam and Column ……………………………… 129<\/p>\n

5.2 Fibre Section Model of Beam and Column in PERFORM-3D …….. 129<\/p>\n

5.2.1 Examples Introduction ………………………………………………….. 129<\/p>\n

5.2.2 Examples Introduction ………………………………………………….. 129<\/p>\n

5.3 Examples for Fibre Section Model of beam and Column ……………. 130<\/p>\n

5.3.1 Examples Introduction ………………………………………………….. 130<\/p>\n

5.3.2 Model Phase………………………………………………………………………. 131<\/p>\n

5.3.3 Analysis Phase……………………………………………………………………. 138<\/p>\n

5.3.4 Analysis Result…………………………………………………………………… 139<\/p>\n

5.4 Shear Strength Section……………………………………………………………… 140<\/p>\n

5.4.1 Concept Introduction ……………………………………………………. 140<\/p>\n

5.4.2 Examples for Shear Strength Section Applicaiton……………………… 142<\/p>\n

5.5 Axial Elongation Effect of Fibre element of Beam and Column…………. 145<\/p>\n

5.6 Summary …………………………………………………………………………. 147<\/p>\n

5.7 References ……………………………………………………………………….. 148<\/p>\n

Chapter 6 Shear Wall Simulation<\/strong><\/p>\n

6.1 Introduction …………………………………………………………………….. 149<\/p>\n

6.2 Multi Vertical Linear Element Model (MVLEM) Theory………… 149<\/p>\n

6.2.1 Research Background of MVLEM …………………………………… 149<\/p>\n

6.2.2 Fundamental form of MVLEM ……………………………………….. 151<\/p>\n

6.3 Introduction of Shear Wall Macroscopic Element in PERFORM-3D…… 152<\/p>\n

6.4 Examples for Numerical Simulation of Shear Wall Model ………….. 154<\/p>\n

6.4.1 Experiment Introduction ……………………………………………….. 154<\/p>\n

6.4.2 Model Phase………………………………………………………………………. 156<\/p>\n

6.4.3 Analysis Phase……………………………………………………………………. 164<\/p>\n

6.4.4 Push-over Analysis ………………………………………………………. 166<\/p>\n

6.4.5 Low Cyclic Load Simulation ………………………………………….. 167<\/p>\n

6.5 Summary …………………………………………………………………………. 168<\/p>\n

6.6 References ……………………………………………………………………….. 168<\/p>\n

Chapter 7 Infilled Wall Simulation<\/strong><\/p>\n

7.1 Principle Analysis…………………………………………………………………….. 170<\/p>\n

7.1.1 Failure Mechanism of Infilled Wall ………………………………….. 170<\/p>\n

7.1.2 Analysis Model of Infilled Wall ………………………………………. 170<\/p>\n

7.1.3 Parameter Definition of Diagonal Strut model………………………….. 171<\/p>\n

7.1.4 Simulation method of Infilled Wall in PERFORM-3D………………… 175<\/p>\n

7.2 Examples Introduction ……………………………………………………….. 175<\/p>\n

7.3 Model Phase……………………………………………………………………………. 176<\/p>\n

7.3.1 Definition of material of Equivalent Strut …………………………. 177<\/p>\n

7.3.2 Definition of Concrete Strut Component…………………………………. 179<\/p>\n

7.3.3 Definition of Composite Component ……………………………….. 180<\/p>\n

7.3.4 Definition of Load Pattern …………………………………………….. 180<\/p>\n

7.3.5 Definition of Drifts ………………………………………………………. 181<\/p>\n

7.3.6 Definition of Structure sections ………………………………………. 181<\/p>\n

7.3.7 Definition of Limit State ……………………………………………….. 181<\/p>\n

7.4 Analysis Phase…………………………………………………………………………. 182<\/p>\n

7.4.1 Definition of Gravity Load Case ……………………………………… 182<\/p>\n

7.4.2 Definition of Dynamic Force Load Case …………………………… 182<\/p>\n

7.4.3 Definition of Analysis Series ………………………………………….. 183<\/p>\n

7.5 Analysis Result …………………………………………………………………. 183<\/p>\n

7.5.1 Comparison between Frame Structure Calculation Result and Experiment Result. 183<\/p>\n

7.5.2 Comparison between Infilled Frame Structure Calculation Result<\/p>\n

and Experiment Result …………………………………………………. 184<\/p>\n

7.5.3 Comparison \u00a0of Hysteretic Behaviour of\u00a0Frame Structure and<\/p>\n

Infilled Frame Structure ……………………………………………….. 184<\/p>\n

7.6 Summary …………………………………………………………………………. 185<\/p>\n

7.7 References ……………………………………………………………………….. 185<\/p>\n

Chapter 8 Viscous Damper<\/strong><\/p>\n

8.1 Principle Analysis…………………………………………………………………….. 187<\/p>\n

8.1.1 Energy Dissipation Mechanism of Viscous Damper …………….. 187<\/p>\n

8.1.2 Simulation of Viscous Damper in PERFORM-3D……………………… 190<\/p>\n

8.2 Examples Introduction ……………………………………………………….. 192<\/p>\n

8.3 Model Phase……………………………………………………………………………. 192<\/p>\n

8.3.1 Operate on Nodes……………………………………………………………….. 192<\/p>\n

8.3.2 Definition of Components……………………………………………………. 193<\/p>\n

8.3.3 Building elements………………………………………………………………. 196<\/p>\n

8.3.4 Definition of Drift Angle ……………………………………………….. 197<\/p>\n

8.3.5 Definition of Structure Section……………………………………………… 197<\/p>\n

8.4 Analysis Phase ………………………………………………………………….. 198<\/p>\n

8.4.1 Definition of seismic case ……………………………………………… 198<\/p>\n

8.4.2 Building analysis sequence …………………………………………….. 199<\/p>\n

8.5 Analysis Results ………………………………………………………………… 200<\/p>\n

8.5.1 Simulation Analysis Results………………………………………………….. 200<\/p>\n

8.5.2 Dynamic Time History Analysis Results………………………………….. 201<\/p>\n

8.5.3 Analysis Results Comparison between Dampers and Without Dampers………. 204<\/p>\n

8.6 Summary …………………………………………………………………………. 204<\/p>\n

8.7 References ……………………………………………………………………….. 205<\/p>\n

Chapter 9 Buckling Restrained Brace<\/strong><\/p>\n

9.1 Principle Analysis…………………………………………………………………….. 206<\/p>\n

9.1.1 Stability of Compression Bar and Mechanics Performance of Normal Brace… 206<\/p>\n

9.1.2 Mechanics Performance and Components of Buckling Restrained Brace \u00a0207<\/p>\n

9.1.3 Simulation of BRB in PERFORM-3D……………………………………… 208<\/p>\n

9.2 Examples Introduction ……………………………………………………….. 211<\/p>\n

9.3 Model Phase……………………………………………………………………………. 213<\/p>\n

9.3.1 Operate on Nodes……………………………………………………………….. 213<\/p>\n

9.3.2 Definition of Materials…………………………………………………………. 214<\/p>\n

9.3.3 Definition of Structure Section ………………………………………. 215<\/p>\n

9.3.4 Definition of BRB Component ……………………………………….. 216<\/p>\n

9.3.5 Definition of Elastic Bar………………………………………………………. 219<\/p>\n

9.3.6 Definition of End Rigid Zone………………………………………………… 219<\/p>\n

9.3.7 Definition of Large Rigidity Spring………………………………………… 220<\/p>\n

9.3.8 Definition of Composite Components…………………………………….. 220<\/p>\n

9.3.9 Building Elements ……………………………………………………….. 222<\/p>\n

9.3.10 Definition of Load type………………………………………………………. 222<\/p>\n

9.3.11 Definition of Drift Angle ……………………………………………… 222<\/p>\n

9.3.12 Definition of Structure Section……………………………………………. 223<\/p>\n

9.4 Analysis Phase…………………………………………………………………………. 223<\/p>\n

9.4.1 Definition of Gravity Load Case…………………………………………….. 223<\/p>\n

9.4.2 Definition of Dynamic Load Case ……………………………………. 224<\/p>\n

9.4.3 Building analysis sequence …………………………………………….. 224<\/p>\n

9.5 Analysis Results………………………………………………………………………. 225<\/p>\n

9.5.1 Top Displacement Time History…………………………………………….. 225<\/p>\n

9.5.2 Base Shear Time History ……………………………………………….. 225<\/p>\n

9.5.3 Top Displacement- Base Shear Time History ……………………… 226<\/p>\n

9.5.4 BRB Responses …………………………………………………………… 226<\/p>\n

9.6 Summary …………………………………………………………………………. 227<\/p>\n

9.7 References ……………………………………………………………………….. 228<\/p>\n

Chapter 10 Seismic Isolator Friction Pendulum<\/strong><\/p>\n

10.1 Principle Analysis…………………………………………………………………… 229<\/p>\n

10.1.1 Basic composition of Seismic Isolator Friction Pendulum …… 229<\/p>\n

10.1.2 Mechanics Performance of Seismic Isolator Friction Pendulum … \u00a0229<\/p>\n

10.1.3 Seismic Isolator Friction Pendulum in PERFORM-3D………………. 230<\/p>\n

10.2 Examples Introduction ……………………………………………………… 233<\/p>\n

10.3 Model Phase………………………………………………………………………….. 235<\/p>\n

10.3.1 Operate on Nodes……………………………………………………………… 235<\/p>\n

10.3.2 Definition of Components ……………………………………………. 237<\/p>\n

10.3.3 Building Elements…………………………………………………………….. 240<\/p>\n

10.3.4 Definition of Load case………………………………………………………. 241<\/p>\n

10.3.5 Definition of Story Drift Angle…………………………………………….. 242<\/p>\n

10.3.6 Definition of Structure Section……………………………………………. 242<\/p>\n

10.4 Analysis Phase……………………………………………………………………….. 243<\/p>\n

10.4.1 Definition of Gravity Load Case…………………………………………… 243<\/p>\n

10.4.2 Definition of Seismic Time History Case …………………………. 243<\/p>\n

10.4.3 Building analysis sequence …………………………………………… 244<\/p>\n

10.5 Analysis Results……………………………………………………………………… 245<\/p>\n

10.5.1 Simulation model Analysis Results……………………………………….. 245<\/p>\n

10.5.2 Displacement Time History ………………………………………….. 246<\/p>\n

10.5.3 Hysteretic Curve ………………………………………………………… 246<\/p>\n

10.6 Summary ……………………………………………………………………….. 248<\/p>\n

10.7 References ……………………………………………………………………… 248<\/p>\n

Chapter 11 Rubber Isolator Pendulum <\/strong><\/p>\n

11.1 Principle Analysis……………………………………………………………………. 249<\/p>\n

11.1.1 Introduction of Rubber Isolator Pendulum ………………………. 249<\/p>\n

11.1.2 Mechanics Model of Rubber Isolator Pendulum ………………… 250<\/p>\n

11.1.3 Rubber Isolator Pendulum in PERFORM-3D………………………….. 252<\/p>\n

11.2 Examples Introduction ……………………………………………………… 254<\/p>\n

11.3 Model Phase………………………………………………………………………….. 255<\/p>\n

11.3.1 Operate on Nodes………………………………………………………………. 255<\/p>\n

11.3.2 Definition of Components ……………………………………………. 255<\/p>\n

11.3.3 Building Elements…………………………………………………………….. 256<\/p>\n

11.3.4 Definition of Load case………………………………………………………. 257<\/p>\n

11.3.5 Definition of Story Drift Angle…………………………………………….. 257<\/p>\n

11.3.6 Definition of Structure Section…………………………………………….. 258<\/p>\n

11.4 Analysis Phase…………………………………………………………………………. 258<\/p>\n

11.4.1 Definition of Gravity Load Case…………………………………………… 258<\/p>\n

11.4.2 Definition of Seismic Time History Case …………………………. 258<\/p>\n

11.4.3 Building analysis sequence …………………………………………… 258<\/p>\n

11.5 Analysis Results……………………………………………………………………… 259<\/p>\n

11.5.1 Simulation model Analysis Results……………………………………….. 259<\/p>\n

11.5.2 Displacement Time History ………………………………………….. 260<\/p>\n

11.5.3 Hysteretic Curve of Rubber Isolator Pendulum …………………. 261<\/p>\n

11.5.4 Structural response of Isolator and Non-isolator structure …… 261<\/p>\n

11.6 Summary ……………………………………………………………………….. 262<\/p>\n

11.7 References ……………………………………………………………………… 262<\/p>\n

Chapter 12 Gap-Hook Element<\/strong><\/p>\n

12.1 Introduction ……………………………………………………………………. 263<\/p>\n

12.2 Gap-Hook Element in PERFORM-3D…………………………………………. 263<\/p>\n

12.3 Examples Introduction ……………………………………………………… 263<\/p>\n

12.4 Model Phase………………………………………………………………………….. 264<\/p>\n

12.4.1 Gap-Hook Components ……………………………………………….. 264<\/p>\n

12.4.2 Gap-Hook Elements ……………………………………………………. 265<\/p>\n

12.4.3 Load Type……………………………………………………………………….. 265<\/p>\n

12.4.4 Drift Angle………………………………………………………………………. 266<\/p>\n

12.5 Analysis Phase……………………………………………………………………….. 266<\/p>\n

12.5.1 Definition of Dynamic Load Case…………………………………………. 266<\/p>\n

12.5.2 Building analysis sequence …………………………………………… 267<\/p>\n

12.6 Analysis Results……………………………………………………………………… 268<\/p>\n

12.7 Summary ……………………………………………………………………….. 270<\/p>\n

12.8 References ……………………………………………………………………… 271<\/p>\n

Chapter 13 Deformation Gage Element<\/strong><\/p>\n

13.1 Introduction of Deformation Gage Element ………………………….. 272<\/p>\n

13.1.1 Axial Strain Gage Element …………………………………………… 272<\/p>\n

13.1.2 Rotation Gage Beam Type Element ……………………………….. 272<\/p>\n

13.1.3 Rotation Gage Wall Type Element …………………………………. 273<\/p>\n

13.1.4 Shear Strain Gage Element …………………………………………… 273<\/p>\n

13.2 Example 1: Application of Rotation Gage Beam Type Element …. 274<\/p>\n

13.2.1 Introduction…………………………………………………………………….. 274<\/p>\n

13.2.2 Model Phase…………………………………………………………………….. 274<\/p>\n

13.2.3 Analysis Phase …………………………………………………………… 279<\/p>\n

13.2.4 Analysis Results……………………………………………………………….. 279<\/p>\n

13.3 Example 2: Application of Rotation Gage Wall Type Element …… 280<\/p>\n

13.3.1 Introduction…………………………………………………………………….. 280<\/p>\n

13.3.2 Model Phase…………………………………………………………………….. 280<\/p>\n

13.3.3 Analysis Phase …………………………………………………………… 283<\/p>\n

13.3.4 Analysis Results……………………………………………………………….. 283<\/p>\n

13.4 Summary ……………………………………………………………………….. 284<\/p>\n

13.5 References ……………………………………………………………………… 285<\/p>\n

Section III: Comprehension Analysis Subject<\/strong><\/h3>\n

Chapter 14 Reciprocation Displacement Loading<\/strong><\/p>\n

14.1 Introduction ……………………………………………………………………. 287<\/p>\n

14.2 Reciprocation Displacement Loading Method ………………………… 287<\/p>\n

14.2.1 Analysis Method Based on Pushover Case……………………………… 287<\/p>\n

14.2.2 Analysis Method Based on Dynamic Force Case ……………….. 288<\/p>\n

14.3 Examples of Reciprocation Displacement Loading ………………….. 289<\/p>\n

14.3.1 Introduction…………………………………………………………………….. 289<\/p>\n

14.3.2 Modelling …………………………………………………………………. 290<\/p>\n

14.4 Analysis Result ……………………………………………………………….. 299<\/p>\n

14.4.1 Result of Pushover Method…………………………………………………. 299<\/p>\n

14.4.2 Result of Dynamic Force ……………………………………………… 300<\/p>\n

14.4.3 Comparison……………………………………………………………………… 301<\/p>\n

14.5 Summary ……………………………………………………………………….. 302<\/p>\n

14.6 References ……………………………………………………………………… 302<\/p>\n

Chapter 15 Seismic Analysis under Multi-support Excitations<\/strong><\/p>\n

15.1 Introduction ……………………………………………………………………. 303<\/p>\n

15.2 Seismic Analysis under Multi-support Excitations ………………….. 303<\/p>\n

15.2.1 Common Method of Seismic Analysis under Multi-support Excitations ….. 303<\/p>\n

15.2.2 Seismic Analysis under Multi-support Excitations in PEFORM-3D …… 303<\/p>\n

15.3 Examples of Seismic Analysis under Multi-support Excitations …. 304<\/p>\n

15.3.1 Introduction…………………………………………………………………….. 304<\/p>\n

15.3.2 Seismic wave information ……………………………………………. 305<\/p>\n

15.3.3 Time History Analysis Case…………………………………………………. 306<\/p>\n

15.3.4 Modelling in SAP2000……………………………………………………….. 307<\/p>\n

15.3.5 Modelling in PEFORM-3D………………………………………………….. 312<\/p>\n

15.3.6 Analysis Result ………………………………………………………….. 317<\/p>\n

15.4 Summary ……………………………………………………………………….. 320<\/p>\n

15.5 References ……………………………………………………………………… 320<\/p>\n

Chapter 16 Theory and Example of Pushover<\/strong><\/p>\n

16.1 Introduction ……………………………………………………………………. 321<\/p>\n

16.2 Introduction of Capacity Spectrum Method …………………………… 321<\/p>\n

16.2.1 Building Pushover Curve……………………………………………………. 323<\/p>\n

16.2.2 Building Capacity Spectrum Curve ………………………………… 323<\/p>\n

16.2.3 Building Demand Spectrum Curve ………………………………… 324<\/p>\n

16.2.4 Reduced Demand Spectrum Curve ………………………………… 324<\/p>\n

16.2.5 Obtain Performance Point ……………………………………………. 328<\/p>\n

16.3 Examples of Pushover Analysis…………………………………………………. 329<\/p>\n

16.3.1 Introduction…………………………………………………………………….. 329<\/p>\n

16.3.2 Modelling Phase……………………………………………………………….. 331<\/p>\n

16.3.3 Analysis Phase …………………………………………………………… 333<\/p>\n

16.3.4 Post Processing of Pushover Analysis ……………………………… 336<\/p>\n

16.4 Summary ……………………………………………………………………….. 344<\/p>\n

16.5 References ……………………………………………………………………… 344<\/p>\n

Chapter 17 Dynamic Elasto-plastic Analysis and Seismic Performance Evaluation<\/strong> of the Whole Structure<\/strong><\/p>\n

17.1 Introduction ……………………………………………………………………. 345<\/p>\n

17.2 Analysis of Response Spectrum of Minor Earthquake ……………… 346<\/p>\n

17.2.1 Analysis Parameter……………………………………………………………. 346<\/p>\n

17.2.2 Analysis Result…………………………………………………………………. 347<\/p>\n

17.3 Elasto-plastic Analysis Model in PERFORM-3D……………………………. 348<\/p>\n

17.3.1 Operations on Nodes………………………………………………………….. 348<\/p>\n

17.3.2 Materials…………………………………………………………………………. 349<\/p>\n

17.3.3 Frame Beam…………………………………………………………………….. 352<\/p>\n

17.3.4 Frame Column …………………………………………………………… 353<\/p>\n

17.3.5 Shear Wall……………………………………………………………………….. 354<\/p>\n

17.3.6 Near-Surface Mounted Beam………………………………………………. 355<\/p>\n

17.3.7 Attribution of Elements ………………………………………………. 356<\/p>\n

17.3.8 Load Types………………………………………………………………………. 356<\/p>\n

17.3.9 Frame……………………………………………………………………………… 357<\/p>\n

17.3.10 Drift Angle ……………………………………………………………… 357<\/p>\n

17.3.11 Structural Section……………………………………………………………. 357<\/p>\n

17.3.12 Limit State…………………………………………………………………….. 357<\/p>\n

17.4 Static Analysis in PERFORM-3D ………………………………………… 358<\/p>\n

17.5 Dynamic Elasto-plastic Analysis of Severe Earthquake ……………. 359<\/p>\n

17.5.1 Choice of Seismic Wave ………………………………………………. 359<\/p>\n

17.5.2 Definition of Analysis Case ………………………………………….. 362<\/p>\n

17.5.3 Building Analysis Sequence………………………………………………… 364<\/p>\n

17.5.4 Analysis Result…………………………………………………………………. 365<\/p>\n

17.6 Summary ……………………………………………………………………….. 374<\/p>\n

17.7 References ……………………………………………………………………… 374<\/p>\n

Section IV: Simulation of Dynamic Load Structural Test<\/strong><\/p>\n

Chapter 18 Simulation for Shake Table Test of a Reduced Scale Bridge Columns<\/strong><\/p>\n

18.1 Introduction………………………………………………………………………….. 377<\/p>\n

18.2 Model Phase …………………………………………………………………… 378<\/p>\n

18.2.1 Operations on Nodes………………………………………………………….. 379<\/p>\n

18.2.2 Definition of Components…………………………………………………… 379<\/p>\n

18.2.3 Building Elements…………………………………………………………….. 383<\/p>\n

18.2.4 Definition of Load Type ………………………………………………. 384<\/p>\n

18.2.5 Definition of Drift Angel…………………………………………………….. 384<\/p>\n

18.3 Analysis Phase ………………………………………………………………… 384<\/p>\n

18.3.1 Definition of Load Case……………………………………………………… 384<\/p>\n

18.3.2 Building Analysis Sequence …………………………………………. 385<\/p>\n

18.4 Analysis Result ……………………………………………………………….. 386<\/p>\n

18.5 References ……………………………………………………………………… 386<\/p>\n

Chapter 19 Simulation for Shake Table Test of a Full-Scale Bridge Column<\/strong><\/p>\n

19.1 Introduction………………………………………………………………………….. 387<\/p>\n

19.2 Model Phase …………………………………………………………………… 390<\/p>\n

19.2.1 Operations on Nodes………………………………………………………….. 390<\/p>\n

19.2.2 Definition of Components…………………………………………………… 392<\/p>\n

19.2.3 Building Elements…………………………………………………………….. 394<\/p>\n

19.2.4 Definition of Load Type ………………………………………………. 394<\/p>\n

19.2.5 Definition of Drift Angel…………………………………………………….. 395<\/p>\n

19.3 Analysis Phase ………………………………………………………………… 396<\/p>\n

19.3.1 Definition of Gravity Case………………………………………………….. 396<\/p>\n

19.3.2 Definition of Seismic Time History Case …………………………. 396<\/p>\n

19.3.3 Building Analysis Sequence …………………………………………. 398<\/p>\n

19.4 Analysis Result………………………………………………………………………. 399<\/p>\n

19.5 References ……………………………………………………………………… 401<\/p>\n

Chapter 20 Simulation for Pseudo-Dynamic Test of a Full-Scale Frame<\/strong><\/p>\n

20.1 Introduction………………………………………………………………………….. 402<\/p>\n

20.2 Model Phase …………………………………………………………………… 405<\/p>\n

20.2.1 Operations on Nodes………………………………………………………….. 406<\/p>\n

20.2.2 Definition of Components…………………………………………………… 407<\/p>\n

20.2.3 Building Elements…………………………………………………………….. 410<\/p>\n

20.2.4 Definition of Load Type ………………………………………………. 410<\/p>\n

20.2.5 Definition of Drift Angel…………………………………………………….. 413<\/p>\n

20.3 Analysis Phase ………………………………………………………………… 413<\/p>\n

20.3.1 Definition of Load Case……………………………………………………… 413<\/p>\n

20.3.2 Building Analysis Sequence …………………………………………. 415<\/p>\n

20.4 Analysis Result ……………………………………………………………….. 416<\/p>\n

20.5 References ……………………………………………………………………… 417<\/p>\n

Section V: Common Warnings and Mistakes<\/strong><\/h3>\n

Chapter 21 Common Warnings and Mistakes in Model Phase<\/strong><\/p>\n

21.1 [Nodes] modules………………………………………………………………… 418<\/p>\n

21.2 [Component Properties] modules ……………………………………….. 418<\/p>\n

21.3 [Drift and Deflections] modules ………………………………………….. 418<\/p>\n

21.4 [Limit States] modules ……………………………………………………… 419<\/p>\n

Chapter 22 Common Warnings and Mistakes in Analysis Phase<\/strong><\/p>\n

22.1 [Set up Load Cases] modules……………………………………………… 420<\/p>\n

22.2 [Run Analysis] modules ……………………………………………………. 420<\/p>\n

22.3 [Hysteresis Loops] modules ………………………………………………. 421<\/p>\n

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