Theory of Concrete-Filled Steel Tubular Structures
This textbook focuses on concrete-filled steel tubular structures formed by placing concrete inside the steel tube. It deals with the mechanical essence of concrete-filled steel tubular members in compression/tension, bending, torsion, shear and the combined effects, the working mechanism of concret...
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| Aineistotyyppi: | Elektroninen E-kirja |
| Kieli: | englanti |
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Singapore :
Springer Nature Singapore : Imprint: Springer,
2024.
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| Painos: | 1st ed. 2024. |
| Aiheet: | |
| Linkit: | https://doi.org/10.1007/978-981-99-2170-6 |
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| 100 | 1 | |a Han, Lin-Hai. |e author. |4 aut |4 http://id.loc.gov/vocabulary/relators/aut | |
| 245 | 1 | 0 | |a Theory of Concrete-Filled Steel Tubular Structures |h [electronic resource] / |c by Lin-Hai Han. |
| 250 | |a 1st ed. 2024. | ||
| 264 | 1 | |a Singapore : |b Springer Nature Singapore : |b Imprint: Springer, |c 2024. | |
| 300 | |a 1 online resource (XXI, 438 p. 254 illus.). |b 170 illus. in color. | ||
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| 341 | 0 | |b Single logical reading order |2 onix | |
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| 341 | 0 | |b Use of high contrast between text and background colour |2 onix | |
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| 341 | 0 | |b All Non-decorative content supports reading without sight |2 onix | |
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| 505 | 0 | |a Forward -- Symbols -- Chapter 1. Introduction -- Chapter 2. Materials -- Chapter 3. Analysis of Concrete-Filled Steel Tubular (CFST) Structures -- Chapter 4. Design of Concrete-Filled Steel Tubular (CFST) Members -- Chapter 5. Design of Concrete-Filled Steel Tubular (CFST) Hybrid Structures -- Chapter 6. Design of Joints -- Chapter 7. Protective Design of Concrete-Filled Steel Tubular (CFST) Structures -- Chapter 8. Construction, Inspection and Acceptance, Maintenance and Dismantling -- Chapter 9. Prospects of Concrete-Filled Steel Tubular (CFST) Structures -- Appendix Calculation Examples -- References. | |
| 520 | |a This textbook focuses on concrete-filled steel tubular structures formed by placing concrete inside the steel tube. It deals with the mechanical essence of concrete-filled steel tubular members in compression/tension, bending, torsion, shear and the combined effects, the working mechanism of concrete-filled steel tubular members under long-term load, cyclic load, fire exposure and post-fire exposure, and proposes practical design methods based on experimental and theoretical studies and parametric analysis. The content addresses some key technical issues of concrete-filled steel tubular members, such as the mechanical properties of steel and core concrete, the shrinkage and creep of core concrete, the bonding behavior between steel tube and core concrete, the limiting values for the initial stress of steel tube caused by construction load and the void of core concrete, the protective design of concrete-filled steel tubular members under chloride corrosive environment and impactloading, etc. This textbook also discusses the technology and design principles of concrete-filled steel tubular hybrid structures. | ||
| 532 | 8 | |a Accessibility summary: This PDF does Not fully comply with PDF/UA standards but does include limited screen reader support, descriptions for Non-text content (such as images and graphs), bookmarks for easy navigation, and searchable, selectable text. Users of assistive technologies may experience difficulty navigating or interpreting content in this document. We recognise the importance of accessibility and welcome queries about accessibility for any of our products. If you have a question or an access need, please get in touch with us via https://www.springernature.com/gp/info/accessibility | |
| 532 | 8 | |a Inaccessible, or known limited accessibility | |
| 532 | 8 | |a No reading system accessibility options actively disabled | |
| 532 | 8 | |a Publisher contact for further accessibility information: accessibilitysupport@springernature.com | |
| 588 | |a Print version record. | ||
| 650 | 0 | |a Concrete. | |
| 650 | 0 | |a Building construction. | |
| 650 | 1 | 4 | |a Concrete. |
| 650 | 2 | 4 | |a Solid Construction. |
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| 950 | |a Engineering (SpringerNature-11647) | ||
| 950 | |a Engineering (R0) (SpringerNature-43712) | ||