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Concrete-filled stainless steel tubular columns offer high strength, ductility, and corrosion resistance. This book presents accurate and efficient computational models for the nonlinear inelastic analysis and design of CFSST short and slender columns under axial load and biaxial bending.

Produktbeschreibung
Concrete-filled stainless steel tubular columns offer high strength, ductility, and corrosion resistance. This book presents accurate and efficient computational models for the nonlinear inelastic analysis and design of CFSST short and slender columns under axial load and biaxial bending.
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Autorenporträt
Vipulkumar Ishvarbhai Patel is a Lecturer in Structural Engineering at La Trobe University, Australia, and the co-author of Nonlinear Analysis of Concrete-Filled Steel Tubular Columns. Qing Quan Liang is an Associate Professor of Structural Engineering at Victoria University, Australia, the Founder and President of Australian Association for Steel-Concrete Composite Structures (AASCCS), the author of Performance-Based Optimization of Structures: Theory and Applications and Analysis and Design of Steel and Composite Structures, and the co-author of Nonlinear Analysis of Concrete-Filled Steel Tubular Columns. Muhammad N. S. Hadi is an Associate Professor in Structural Engineering at the University of Wollongong, Australia, and the co-author of Nonlinear Analysis of Concrete-Filled Steel Tubular Columns and Earthquake Resistant Design of Buildings.