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Nonlinear mechanics of reinforced concrete /
Presents a practical methodology for structural engineers, graduate students and researchers concerned with the design and maintenance of concrete structures.
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Otros Autores: | , |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
London ; New York :
Spon Press,
2003.
|
| Temas: | |
| Acceso en línea: | Texto completo |
MARC
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| 100 | 1 | |a Maekawa, Koichi, |d 1938- |1 https://id.oclc.org/worldcat/entity/E39PCjBwJ6MffV6yXpck8vbGHC | |
| 245 | 1 | 0 | |a Nonlinear mechanics of reinforced concrete / |c K. Maekawa, A. Pimanmas and H. Okamura. |
| 260 | |a London ; |a New York : |b Spon Press, |c 2003. | ||
| 300 | |a 1 online resource (xlv, 721 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 | ||
| 347 | |a data file | ||
| 504 | |a Includes bibliographical references and index. | ||
| 588 | 0 | |a Print version record. | |
| 520 | |a Presents a practical methodology for structural engineers, graduate students and researchers concerned with the design and maintenance of concrete structures. | ||
| 505 | 0 | |a List of figures; List of tables; Preface; Acknowledgments; PART I; Analysis and modeling of reinforced concrete; 1.1 Behavioral simulation of structures; 1 Introduction; 1.2 Engineering applications; 1.3 Organization of the book; 2 Two-dimensional analysis of reinforced concrete; 2.1 The concept of smeared cracks: a space-averagedconstitutive model; 2.2 Direction of cracking; 2.3 Implicit formulation: preliminary discussion; 2.4 Explicit formulation: the active crack approach; 2.5 The orthogonal two-way fixed crack model; 2.6 The quasi-orthogonal two-way fixed crack approach | |
| 505 | 8 | |a 2.7 Verification of the two-way fixed crack model2.8 Four-way fixed crack model; 2.9 Verification of the four-way fixed crack model; 2.10 Two-dimensional structural analysis; 2.11 Shear failure of a high-strength concrete beam; 2.12 A shear wall subject to horizontal two-directionalloading; 2.13 An underground box culvert; 3 Three-dimensional analysis of reinforced concrete; 3.1 General concept; 3.2 An elasto-plastic and continuum-fracture model foruncracked concrete; 3.3 A three-dimensional zoning concept and anisotropicpost-cracking response; 3.4 Nonlinear structural analysis | |
| 505 | 8 | |a 4 Nonlinear soil-structure interaction4.1 The complete soil-structure system of nonlinearity; 4.2 Modeling of soil and soil-RC interface; 4.3 Nonlinear static response of underground RC structures; 4.4 A nonlinear dynamic analysis of the RC-soil system; 4.5 The failure/collapse mechanism of damaged undergroundstructures; 5 Three-dimensional analysis of shells and frames; Part 1: Shell elements; 5.1 Introduction; 5.2 Degenerated shell elements and layered formulations; 5.3 Geometrical nonlinearity; 5.4 Integration scheme | |
| 505 | 8 | |a 5.5 Crack patterns in a shell element subjected toout-of-plane transverse loads5.6 Verification of shell element; Part 2: Frame elements; 5.7 Fiber formulation; 5.8 Verification of frame elements; 5.9 Buckling and spalling models; 5.10 Frame members under large lateral deformation; 5.11 Post-peak cyclic response analysis; 5.12 Geometrical nonlinearity in the collapse of RC piers; 6 Analysis of strengthened and retrofitted structures; 6.1 Background; 6.2 A structural steel model; 6.3 A carbon fiber sheet model; 6.4 A steel-concrete interface model | |
| 505 | 8 | |a 6.5 Concentric and eccentric compression of strengthenedcolumns6.6 RC columns strengthened by steel encasement; 6.7 RC columns strengthened by carbon fiber sheetwrapping; 7 Nonlinear interaction of multi-directional cracking; 7.1 Crack-to-crack interaction; 7.2 A beam containing pre-cracks: two-way crackinteraction; 7.3 Numerical simulation of non-orthogonal two-way crackinteraction; 7.4 Three-way crack interaction; 7.5 Crack interaction in which two cracks are inclined closeto each other; 7.6 Shear failure of RC members subject to pre-cracking andcombined axial tension and shear; PART II | |
| 590 | |a ProQuest Ebook Central |b Ebook Central Academic Complete | ||
| 650 | 0 | |a Reinforced concrete construction. | |
| 650 | 0 | |a Reinforced concrete |x Mathematical models. | |
| 650 | 0 | |a Nonlinear mechanics. | |
| 650 | 6 | |a Construction en béton armé. | |
| 650 | 6 | |a Béton armé |x Modèles mathématiques. | |
| 650 | 6 | |a Mécanique non linéaire. | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING |x Structural. |2 bisacsh | |
| 650 | 0 | 7 | |a Reinforced concrete |x Mathematical models. |2 cct |
| 650 | 0 | 7 | |a Nonlinear mechanics. |2 cct |
| 650 | 0 | 7 | |a Reinforced concrete construction. |2 cct |
| 650 | 7 | |a Nonlinear mechanics |2 fast | |
| 650 | 7 | |a Reinforced concrete construction |2 fast | |
| 650 | 7 | |a Reinforced concrete |x Mathematical models |2 fast | |
| 700 | 1 | |a Pimanmas, A. |q (Amorn) |1 https://id.oclc.org/worldcat/entity/E39PCjCKWDcRpW97wccXV3DjG3 | |
| 700 | 1 | |a Okamura, Hajime, |d 1938- |1 https://id.oclc.org/worldcat/entity/E39PBJqbjmxtgcPHcFrc4txCcP | |
| 758 | |i has work: |a Nonlinear mechanics of reinforced concrete (Text) |1 https://id.oclc.org/worldcat/entity/E39PCGG8rDHV7vBmpGC6BwX4xC |4 https://id.oclc.org/worldcat/ontology/hasWork | ||
| 776 | 0 | 8 | |i Print version: |a Maekawa, Koichi, 1938- |t Nonlinear mechanics of reinforced concrete. |d London ; New York : Spon Press, 2003 |z 0415271266 |w (DLC) 2002030206 |w (OCoLC)50280129 |
| 856 | 4 | 0 | |u https://ebookcentral.uam.elogim.com/lib/uam-ebooks/detail.action?docID=180712 |z Texto completo |
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