Design guide for concrete-filled double skin steel tubular structures / Lin-Hai Han, Dennis Lam and David Nethercot.
Material type:
TextPublisher: Boca Raton, FL : CRC Press/Taylor & Francis Group, [2019]Edition: First editionDescription: pages cmContent type: - text
- computer
- online resource
- 9781138340237 (hardback : acid-free paper)
- 624.1/821 23
- TA684 .H337 2019
| Item type | Current library | Call number | Status | Date due | Barcode | |
|---|---|---|---|---|---|---|
| E-Resources | Main Library E-Resources | 624.1/821 H233 (Browse shelf(Opens below)) | Available | E001366 |
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| 624.1/8 L477 Materials for civil engineering : properties and applications in infrastructure / | 624.1/8 M265 Materials for civil and construction engineers / | 624.1/8 W721 Managing Measurement Risk in Building and Civil Engineering | 624.1/821 H233 Design guide for concrete-filled double skin steel tubular structures / | 624.1/821 St927 Structural steel designer's handbook / | 624.1/834 B575 Reinforced concrete design theory and examples / | 624.1/8341 H355 Structural concrete : theory and design / |
Includes bibliographical references and index.
"This is the first design guide on concrete filled double skin steel tubular (CFDST) structures. It addresses in particular CFDST structures with plain concrete sandwiched between circular hollow sections, and provides the relevant calculation methods and construction provisions for CFDST structures. These inherit the advantages of conventional concrete-filled steel tubular (CFST) structures, including high strength, good ductility and durability, high fire resistance and favourable constructability. Moreover, because of their unique sectional configuration, CFDST structures have been proved to possess lighter weight, higher bending stiffness and better cyclic performance than conventional CFST. Consequently CFDST can offer reduced concrete consumption and construction costs. This design guide is for engineers designing electrical grid infrastructures, wind power towers, bridge piers and other structures requiring light self-weight, high bending stiffness and high bearing capacity"-- Provided by publisher.
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