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Concrete-filled Tubular Members and Connections /
"Using steel and concrete together utilizes the beneficial material properties of both elements. Concrete filled steel tubes represent a good example of a concrete steel composite structure, and are particularly useful as columns in high rise buildings and bridge piers. They can be used in a ra...
| Clasificación: | Libro Electrónico |
|---|---|
| Autores principales: | , , |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Boca Raton, FL :
CRC Press,
2014.
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| Edición: | First edition. |
| Temas: | |
| Acceso en línea: | Texto completo |
MARC
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| 100 | 1 | |a Zhao, Xiao-Ling, |e author. | |
| 245 | 1 | 0 | |a Concrete-filled Tubular Members and Connections / |c Xiao-Ling Zhao, Lin-Hai Han, Hui Lu. |
| 250 | |a First edition. | ||
| 264 | 1 | |a Boca Raton, FL : |b CRC Press, |c 2014. | |
| 300 | |a 1 online resource : |b text file, PDF | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 520 | 2 | |a "Using steel and concrete together utilizes the beneficial material properties of both elements. Concrete filled steel tubes represent a good example of a concrete steel composite structure, and are particularly useful as columns in high rise buildings and bridge piers. They can be used in a range of fields, from civil and industrial construction through to the mining industry. Several aspects of concrete filled tubes have received little coverage in existing design standards, design guides or relevant books, but are addressed here: construction methods or quality and their effect on performance, confinement, creep effects, pre-load effects, size effects, seismic behaviour and post-fire behaviour, worked examples under practical conditions, numerical simulations, mechanics models, concrete-filled double skin tubes, SCC(self-consolidating concrete)-filled tubes, HPHSC (high performance high strength concrete)-filled tubes, high strength steel and thin-walled tubes filled with concrete, and fiber reinforced polymer strengthening of concrete filled tubes. This book not only summarizes the research performed to date on concrete-filled tubular members and connections but also compares the design rules in various standards (Eurocode 4, AISI-LRFD, ACI, AIJ and Chinese Standard), and provides design examples. Aninvaluable guide for professionals and a detailed source of information for graduate students and beyond."--Provided by publisher. | |
| 505 | 0 | |a Cover; Half Title; Title Page; Copyright Page; Contents; Preface; Notation; Chapter 1: Introduction; 1.1 Applications of Concrete-Filled Steel Tubes; 1.2 Advantages of Concrete-Filled Steel Tubes; 1.3 Current Knowledge on CFST Structures; 1.3.1 Related Publications; 1.3.2 International Standards; 1.4 Layout of the Book; 1.5 References; Chapter 2: Material Properties and Limit States Design; 2.1 Material Properties; 2.1.1 Steel Tubes; 2.1.2 Concrete; 2.2 Limit States Design; 2.2.1 Ultimate Strength Limit State; 2.2.2 Service ability Limit State; 2.3 References | |
| 505 | 8 | |a Chapter 3: CFST Members Subjected to Bending3.1 Introduction; 3.2 Local Buckling and Section Capacity; 3.2.1 Local Buckling and Classification of Cross-Sections; 3.2.2 Stress Distribution; 3.2.3 Derivation of Plastic Moment Capacity; 3.2.4 Design Rules for Strength; 3.2.5 Comparison of Specifications; 3.2.6 Examples; 3.3 MemberCapacity; 3.3.1 Flexural-Torsional Buckling; 3.3.2 Effect of Concrete-Fillingon Flexural-Torsional Buckling Capacity; 3.4 References; Chapter 4: CFST Members Subjected to Compression; 4.1 General; 4.2 Section Capacity; 4.2.1 Local Buckling in Compression | |
| 505 | 8 | |a 4.2.2 Confinement of Concrete4.2.3 Design Section Capacity; 4.2.4 Examples; 4.3 Member Capacity; 4.3.1 Interaction of Local and Over all Buckling; 4.3.2 Column Curves; 4.3.3 Design Member Capacity; 4.3.4 Examples; 4.4 References; Chapter 5: CFST Members Subjected to Combined Actions; 5.1 General; 5.2 Stress Distribution in CFST Members Subjected to Combined Bending and Compression; 5.3 Design Rules; 5.3.1 BS5400-5: 2005; 5.3.2 DBJ13-51; 5.3.3 Eurocode 4; 5.3.4 Comparison of Codes; 5.4 Examples; 5.4.1 Example 1 CFST SHS; 5.4.2 Example 2 CFST CHS; 5.5 Combined Loads Involving Torsionor Shear | |
| 505 | 8 | |a 5.5.1 Compression and Torsion5.5.2 Bending and Torsion; 5.5.3 Compression, Bending and Torsion; 5.5.4 Compression, Bending and Shear; 5.5.5 Compression, Bending, Torsion and Shear; 5.6 References; Chapter 6: Seismic Performance of CFST Members; 6.1 General; 6.2 Influence of Cyclic Loading on Strength; 6.2.1 CFST Beams; 6.2.2 CFST Braces; 6.2.3 CFST Beam-Columns; 6.3 Ductility; 6.3.1 DuctilityRatio ; 6.3.2 Parameters Affecting the Ductility Ratio ; 6.3.3 Some Measures to Ensure Sufficient Ductility; 6.4 Parameters Affecting Hysteretic Behaviour | |
| 505 | 8 | |a 6.4.1 Moment (M) versus Curvature (I) Responses6.4.2 Lateral Load (P) versus Lateral Deflection Responses; 6.5 Simplified Hysteretic Models; 6.5.1 Simplified Model of the Moment-Curvature Hysteretic Relationship; 6.5.2 Simplified Model of the Load-Deflection Hysteretic Relationship; 6.5.3 Simplified Model of the Ductility Ratio ; 6.6 References; Chapter 7: Fire Resistance of CFST Members; 7.1 General; 7.2 Parameters Affecting Fire Resistance; 7.3 Fire Resistance Design; 7.3.1 Chinese Code DBJ13-51; 7.3.2 CIDECT Design Guide No. 4; 7.3.3 Eurocode 4 Part1.2; 7.3.4 North American Approach | |
| 590 | |a ProQuest Ebook Central |b Ebook Central Academic Complete | ||
| 650 | 0 | |a Structural engineering. | |
| 650 | 6 | |a Technique de la construction. | |
| 650 | 7 | |a structural engineering. |2 aat | |
| 650 | 7 | |a Structural engineering |2 fast | |
| 700 | 1 | |a Han, Lin-Hai, |e author. | |
| 700 | 1 | |a Lu, Hui, |e author. | |
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