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Dynamic behavior of concrete structures /
This book is concerned with the dynamic behavior of reinforced/prestressed concrete structures, such as: buildings and bridges. It discusses how to predict or check the real inelastic behavior of concrete structures subjected to dynamic loads, including equipment loads, earthquake motions, seismic i...
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Amsterdam ; New York :
Elsevier,
1994.
|
| Colección: | Developments in civil engineering ;
v. 44. |
| Temas: | |
| Acceso en línea: | Texto completo |
Tabla de Contenidos:
- Front Cover; Dynamic Behavior of Concrete Structures; Copyright Page; Preface; Table of Contents; Part I: Fundamentals; Chapter 1. Dynamic Properties; 1.1 Introduction; 1.2 Natural Frequencies; 1.3 Critical Damping; 1.4 Damped Harmonic Excitation; 1.5 References; Chapter 2. Dynamic Analysis; 2.1 Introduction; 2.2 Primary Curves; 2.3 Hysteresis Loops; 2.4 Dynamic Models; 2.5 Time-History Analysis; 2.6 References; Part II: Structures Modeled as a Single Degree-of-Freedom System; Chapter 3. Simply Supported Beams; 3.1 Introduction; 3.2 Trilinear Theory.
- 3.3 Program 1
- Primary Curves of Simple Beams3.4 Hysteresis Loops; 3.5 Dynamic Model; 3.6 Program 2
- Response of Simple Beams to DynamicLoads; 3.7 Numerical Example; 3.8 References; Chapter 4. Framed Shearwalls; 4.1 Introduction; 4.2 Truss Model Theory; 4.3 Program 3
- Primary Curves of Framed Shearwalls; 4.4 Hysteresis Loops; 4.5 Dynamic Model; 4.6 Damage Assessment; 4.7 Program 4
- Response of Framed Shearwalls to Dynamic Loads; 4.8 Numerical Examples; 4.9 References; Chapter 5. Box Tubes under Torsion; 5.1 Introduction; 5.2 Truss Model Theory for Nonprestressed Concrete.
- 5.3 Truss Model Theory for Prestressed Concrete5.4 Program 5
- Primary Curves of Box Tubes; 5.5 Hysteresis Loops; 5.6 Dynamic Model; 5.7 Program 6
- Response of Box Tubes to Dynamically Applied Torsion; 5.8 References; Chapter 6. Continuous Beams; 6.1 Introduction; 6.2 Trilinear Theory; 6.3 Program 7
- Primary Curves of Continuous Beams; 6.4 Hysteresis Loops; 6.5 Dynamic Model; 6.6 Numerical Example; 6.7 References; Chapter 7. One-Story Frames; 7.1 Introduction; 7.2 Analytical Approaches; 7.3 Program 8
- Primary Curves of One-Story Frames; 7.4 Hysteresis Loops; 7.5 Dynamic Model.
- 9.6 Program 10
- Response of Multistory Frames to Dynamic Loads9.7 Numerical Example
- A Hospital Building; 9.8 References; Chapter 10. Multistory Frames
- 2D Modeling; 10.1 Introduction; 10.2 RC Frame Element Model; 10.3 Dynamic Modeling; 10.4 Algorithm; 10.5 Damage Assessment; 10.6 Program 11
- Response of Multistory Frames with 2D Modeling; 10.7 Numerical Example
- A Ten-Story Model Frame; 10.8 Discussion; 10.9 References; Chapter 11. Multistory Framed Shearwalls; 11.1 Introduction; 11.2 Primary Curves; 11.3 Hysteresis Loops; 11.4 Dynamic Model.
- 11.5 Program 12
- Response of Multistory Framed Shearwalls to Dynamic Loads.