Concrete-filled tubular members and connections / Xiao-Ling Zhao, Lin-Hai Han, and Hui Lu.
- Author:
- Zhao, Xiao-Ling
- Published:
- London ; New York : Spon Press, 2010.
- Physical Description:
- xvii, 284 pages : illustrations ; 25 cm
- Additional Creators:
- Han, Lin-Hai and Lu, Hui, 1963-
- Contents:
- 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. Serviceability Limit State -- 2.3. References -- Chapter 3. CFST Members Subjected to Bending -- 3.1. 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. Member Capacity -- 3.3.1. Flexural-Torsional Buckling -- 3.3.2. Effect of Concrete-Filling on 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 -- 4.2.2. Confinement of Concrete -- 4.2.3. Design Section Capacity -- 4.2.4. Examples -- 4.3. Member Capacity -- 4.3.1. Interaction of Local and Overall 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. Examples 1 CFST SHS -- 5.4.2. Examples 2 CEST CHS -- 5.5. Combined Loads Involving Torsion or Shear -- 5.5.1. Compression and Torsion -- 5.5.2. Bending and Torsion -- 5.5.3. Compression, Bending and Torsion -- 5.5.4. Compression, Bending and Shear -- 5.5.5. Compression, Bending and 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. Ductility Ratio (μ) -- 6.3.2. Parameters Affecting the Ductility Ratio (μ) -- 6.3.3. Some Measures to Ensure Sufficient Ductility -- 6.4. Parameters Affecting Hysteretic Behaviour -- 6.4.1. Mement (M) versus Curvature (φ) Responses -- 6.4.2. Lateral Load (P) versus Lateral Deflection (δ) 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 (μ) -- 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 Part 1.2 -- 7.3.4. North American Approach -- 7.3.5. Comparison of Different Approaches -- 7.4. Examples -- 7.4.1. Column Design -- 7.4.2. Real Projects -- 7.5. Post-Fire Performance -- 7.6. Repairing After Exposure to Fire -- 7.7. References -- Chapter 8. CFST Connections -- 8.1. General -- 8.2. Classification of Connections -- 8.3. Typical CFST Connections -- 8.3.1. Simple Connections -- 8.3.2. Semi-Rigid Connections -- 8.3.3. Rigid Connections -- 8.4. Design Rules -- 8.4.1. General -- 8.4.2. Design of Simple Connections -- 8.4.3. Design of Rigid Connections -- 8.4.4. Bond Strength -- 8.5. Examples -- 8.5.1. Example 1 Simple Connection -- 8.5.2. Example 2 Rigid Connection -- 8.6. More Recent CFST Connections -- 8.6.1. Blind Bolt Connections -- 8.6.2. Reduced Beam Section (RBS) Connections -- 8.6.3. CFST Connections for Fatigue Application -- 8.7. References -- Chapter 9. New Developments -- 9.1. Long-Term Load Effect -- 9.2. Some Construction-Related Issues -- 9.2.1. Effects of Local Compression -- 9.2.2. Pre-Load Effect -- 9.3. SCC (Self-Consolidating Concrete)-Filled Tubes -- 9.4. Concrete-Filled Double Skin Tubes -- 9.4.1. General -- 9.4.2. CFDST Members Subjected to Static Loading -- 9.4.3. CFDST Members Subjected to Dynamic Loading -- 9.4.4. CFDST Members Subjected to Fire -- 9.5. FRP (Fibre Reinforced Polymer) Confined CFST -- 9.6. References.
- Subject(s):
- ISBN:
- 9780415435000 (hardcover : alk. paper), 0415435005 (hardcover : alk. paper), 9780203848340 (ebook), and 0203848349 (ebook)
- Bibliography Note:
- Includes bibliographical references and index.
- Source of Acquisition:
- Engineering copy: Purchased with funds from the Class of 1907 - Nuclear Engineering Library; 2010.
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