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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 |
MARC
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| 100 | 1 | |a Mo, Y. L. | |
| 245 | 1 | 0 | |a Dynamic behavior of concrete structures / |c Y.L. Mo. |
| 264 | 1 | |a Amsterdam ; |a New York : |b Elsevier, |c 1994. | |
| 300 | |a 1 online resource (xiii, 409 pages) : |b illustrations | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 490 | 1 | |a Developments in civil engineering ; |v vol. 44 | |
| 504 | |a Includes bibliographical references and index. | ||
| 520 | |a 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 interactions and missile impacts. A number of techniques have recently been developed to assist in evaluating such occurrences. This book is intended to apply structural dynamics to concrete structures and is appropriate as a textbook for an introductory course in dynamic behavior of concrete structures at the upper-undergraduate or graduate level as well as for practicing engineers. | ||
| 588 | 0 | |a Print version record. | |
| 505 | 0 | |a 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. | |
| 505 | 8 | |a 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. | |
| 505 | 8 | |a 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. | |
| 505 | 8 | |6 880-01 |a 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. | |
| 505 | 8 | |a 11.5 Program 12 -- Response of Multistory Framed Shearwalls to Dynamic Loads. | |
| 650 | 0 | |a Reinforced concrete construction. | |
| 650 | 0 | |a Structural dynamics |x Mathematical models. | |
| 650 | 6 | |a Construction en b�eton arm�e. |0 (CaQQLa)201-0038984 | |
| 650 | 6 | |a Constructions |0 (CaQQLa)201-0027808 |x Dynamique |0 (CaQQLa)201-0027808 |x Mod�eles math�ematiques. |0 (CaQQLa)201-0379082 | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING |x Civil |x General. |2 bisacsh | |
| 650 | 7 | |a Reinforced concrete construction |2 fast |0 (OCoLC)fst01093465 | |
| 650 | 7 | |a Structural dynamics |x Mathematical models |2 fast |0 (OCoLC)fst01135652 | |
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| 776 | 0 | 8 | |i Print version: |a Mo, Y.L. |t Dynamic behavior of concrete structures |z 0444818855 |w (DLC) 94017073 |w (OCoLC)30436062 |
| 830 | 0 | |a Developments in civil engineering ; |v v. 44. | |
| 856 | 4 | 0 | |u https://sciencedirect.uam.elogim.com/science/book/9780444818850 |z Texto completo |
| 880 | 8 | |6 505-01/(S |a 7.6 Response of Reinforced/Ρrestressed Concrete Frames to Dynamic Loads7.7 Numerical Example -- A Highway Crossing Bridge; 7.8 References; Chapter 8. Spandrel Beams; 8.1 Introduction; 8.2 Analytical Model; 8.3 Program 9 -- Primary Curves of Spandrel Beams; 8.4 Hysteresis Loops; 8.5 Dynamic Model; 8.6 Numerical Examples; 8.7 Parametric Studies; 8.8 References; Part III: Structures Modeled as Multidegree-of-Freedom Systems; Chapter 9. Multistory Frames -- Shear Building Modeling; 9.1 Introduction; 9.2 Primary Curves; 9.3 Hysteresis Loops; 9.4 Dynamic Model; 9.5 Damage Assessment. | |