| 中文摘要 | 第1-5页 |
| ABSTRACT | 第5-11页 |
| 1 Introduction | 第11-35页 |
| ·Background | 第11页 |
| ·Current Research Status of Transfer-Story (T-S) | 第11-14页 |
| ·Different Transfer-Story Systems | 第11-12页 |
| ·The effect of Transfer Story Location | 第12-13页 |
| ·Transfer Story Height Stipulations | 第13页 |
| ·Upper-Under (U-U) Transfer Story Stiffness Change Control | 第13页 |
| ·Transfer Story Structure Arrangement in Tall Buildings | 第13-14页 |
| ·Development and Current Research Status of Transfer Story | 第14-15页 |
| ·Composite R-CS Transfer Story Application | 第14页 |
| ·Pre-stressed Concrete Transfer Story Application | 第14页 |
| ·Transfer Story Beam Internal Forces Performance Upgrading | 第14-15页 |
| ·Current Research Status of Thin-Walled Column | 第15-17页 |
| ·RC Structural Finite Element Method Analysis (SFEMA) | 第17-23页 |
| ·A Brief History of the Finite Element Method (FEM) in RC structures | 第17-18页 |
| ·Current Engineering Research Status of Finite Element Method Analysis | 第18-20页 |
| ·Good Finite Element Method Practice | 第20-21页 |
| ·Rules for Finite Elements | 第21-22页 |
| ·Basic Steps in the Finite Element Method | 第22页 |
| ·Summary | 第22-23页 |
| ·Finite Element Systems Software | 第23-34页 |
| ·Introduction | 第23-24页 |
| ·Automated Dynamic Incremental Nonlinear Analysis (ADINA) | 第24-25页 |
| ·The General Purpose Finite Element System (ABAQUS) | 第25-26页 |
| ·The Swanson Analysis Systems (ANSYS) | 第26-28页 |
| ·MARC | 第28-30页 |
| ·SAMCEF (L.T.A.S-Belgium) | 第30页 |
| ·A Nonlinear Finite Elements Program-SAP | 第30-31页 |
| ·The Finite Element System (CASTEM-France) | 第31-32页 |
| ·BERSAFE Finite Element System | 第32-33页 |
| ·Summary | 第33-34页 |
| ·Thesis Global Contents and Objectives | 第34-35页 |
| 2 Application of FEM to the Reinforced Concrete Structures | 第35-53页 |
| ·Introduction | 第35页 |
| ·Structural System Modeling | 第35-53页 |
| ·Load Modeling | 第37-38页 |
| ·System Modeling | 第38-40页 |
| ·Resistance Modeling | 第40页 |
| ·Material Modeling | 第40-53页 |
| 3 Concrete Elasticity and Failure Criteria | 第53-73页 |
| ·Introduction | 第53页 |
| ·Mechanical Behavior of Concrete | 第53-56页 |
| ·General Considerations | 第53-54页 |
| ·Uniaxial Behavior | 第54-55页 |
| ·Biaxial Behavior | 第55-56页 |
| ·Triaxial Behavior | 第56页 |
| ·Failure Criteria | 第56-73页 |
| ·Stress Invariants | 第57-58页 |
| ·Strain Invariants | 第58-59页 |
| ·Characteristic of Failure Surface | 第59-61页 |
| ·Failure Models Proposed for Concrete | 第61-73页 |
| 4 Reinforced Concrete Constitutive Relations Models (ing) | 第73-93页 |
| ·Concrete Cracking and Cracking Modeling | 第73-76页 |
| ·Concrete Cracking | 第73-74页 |
| ·Crack Modeling | 第74-76页 |
| ·Reinforced Concrete Constitutive Relations Model | 第76-93页 |
| ·Linear Elastic Constitutive Relations Model | 第76-88页 |
| ·Nonlinear Elasticity (NLE) Constitutive Relations Modeling | 第88-93页 |
| 5 Application of ANSYS to NLA of R-C Transfer Joint structures | 第93-143页 |
| ·Introduction To The Swanson Analysis Systems “ANSYS” | 第93页 |
| ·Steps of ANSYS Linear and Nonlinear Analysis | 第93-105页 |
| ·Introduction | 第93-96页 |
| ·Material Nonlinearities | 第96-105页 |
| ·SOLID65-3-D Reinforced Concrete Solid | 第105-110页 |
| ·SOLID65 Element Description | 第105-106页 |
| ·Assumptions and Restrictions with SOILD65 | 第106-110页 |
| ·Case Study: NLA of an RC T-shaped Thin-walled Column joint analysis | 第110-143页 |
| ·Test Specimen description | 第110-114页 |
| ·Process of Specimen FE Modeling | 第114-143页 |
| 6 Comparison of ANSYS numerical analysis and experimental results | 第143-145页 |
| 7 Conclusions and suggestions | 第145-149页 |
| Acknowledgments | 第149-151页 |
| References | 第151-155页 |
