000			02096nam a2200277 a 4500
245	1	0	_aNonlinear analysis of concrete-filled steel tubular columns _cPatel Vipulkumar Ishvarbhai, Liang Qing Quan, Hadi Muhammad N. S.
008			151123n 000 0 eng d
260			_aSaarbrücken : _bScholars' Press, _cc2015.
100			_aIshvarbhai, Patel Vipulkumar
020			_a9783639665369
700			_aLiang, Qing Quan
700			_aMuhammad N. S., Hadi
520			_aHigh-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
650		7	_aCivil Engineering _2sears
650		7	_aComputational Mechanics _2sears
650		7	_aStructural Engineering _2sears
650		7	_aBuilding Structures _2sears
650		7	_aIron and steel _2sears
650		7	_aSteel-concrete composite structures _2sears
650		7	_aComposite Columns _2sears
300			_avi, 181 p. ; _c24 cm.
005			20170126100950.0
001			62743
003			UOWD
942			_cREGULAR
999			_c28108 _d28108