High-strength thin-walled concrete-filled steel tubular (CFST) columns are widely used in modern composite buildings, bridges and offshore structures due to their high structural performance and construction advantages. Thin-walled CFST slender columns may undergo local and global buckling, which significantly reduces their strength and ductility. The nonlinear analysis and design of CFST columns with local buckling effects are highly complicated without the aids of computer programs. This book presents accurate and robust numerical models for simulating the behavior of normal and high strength thin-walled CFST columns incorporating the important effects of local buckling and concrete confinement. It describes the nonlinear analysis procedures and fundamental behavior of circular and rectangular CFST short and slender columns under various design actions, including axial load, uniaxial bending, biaxial bending, preloads, and cyclic lateral loading or combined actions. This book is written for practicing structural and civil engineers, students, and academic researchers who want to be familiar with the latest numerical analysis technologies for thin-walled CFST columns.
Product Identifiers
Publisher
Scholars' Press
ISBN-13
9783639665369
eBay Product ID (ePID)
216589155
Product Key Features
Author
Patel Vipulkumar Ishvarbhai, Liang Qing Quan, Hadi Muhammad N S
Publication Name
Nonlinear Analysis of Concrete-Filled Steel Tubular Columns
Format
Paperback
Language
English
Subject
Engineering & Technology
Publication Year
2015
Type
Textbook
Number of Pages
196 Pages
Dimensions
Item Height
229mm
Item Width
152mm
Item Weight
295g
Additional Product Features
Title_Author
Patel Vipulkumar Ishvarbhai, Hadi Muhammad N S, Liang Qing Quan
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