Composite Truss Bridges With Concrete-filled Rectangular Steel Tube Members

Häftad, Engelska, 2026

2 189 kr

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Composite Truss Bridges with Concrete-filled Rectangular Steel Tube Members provides an overview of concrete filled steel tubular or CFST and the new structures and technologies in bridge engineering based on CFRST trusses. It covers both the mechanical properties of different CFRST structures and the design method and calculation method of CFRST composite truss bridge structures. It reviews the characteristics and advantages of new CFRST structures and the new technologies applied in real-world engineering situations

Reviews new structures and technologies in bridge engineering based on concrete filled steel tubular trusses (CFRST)
Discusses experimental studies and the mechanical properties of different CFRST structures
Provides an overview of the characteristics and advantages of new CFRST structures and the new technologies applied to real-world engineering situations

Produktinformation

Utgivningsdatum2026-11-01
Mått152 x 229 x undefined mm
Vikt450 g
FormatHäftad
SpråkEngelska
Antal sidor300
FörlagElsevier Science
ISBN9780443440113

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Yongjian Liu is a professor in the School of Civil Engineering, Chongqing University and School of Highways, Chang’an University, China. He is the Director of Large Structures Highway Safety Engineering Research Center at the Ministry of Education. He is an active researcher in the areas of steel and composite bridges, especially concrete-filled steel tubular bridgesProfessor Xuhong Zhou is an expert in the field of structural engineering, mainly in the areas of basic theory and the application of steel and composite structures. He is a member of the Chinese Academy of Engineering, International Fellow of The Engineering Academy of Japan, and a Fellow of The Institution of Structural Engineers (UK). Professor Zhou currently serves as the Director of the Research Center of Steel Structures at Chongqing University in China.

1. Introduction2. General Design and Basic Structures3. Basic Mechanical Behaviour of the CFRST Trusses4. Static Behaviour of the CFRST Truss Joints5. Fatigue Behaviour of the CFRST Truss Joints6. Flexural Behaviour of the CFRST Composite Truss Girder7. Calculation Method of CFRST Composite Truss Girder Bridge8. CFRST Composite Truss Girder Bridge with Continuous Rigid System9. Assembly CFRST Composite Truss Girder Bridge