| 000 | 04000nam a2200601Ii 4500 | ||
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| 001 | 9781351005708 | ||
| 003 | FlBoTFG | ||
| 005 | 20220711212612.0 | ||
| 006 | m o d | ||
| 007 | cr | ||
| 008 | 190122t20182019fluab ob 001 0 eng d | ||
| 020 | _a9781351005708(e-book : PDF) | ||
| 035 | _a(OCoLC)1051777692 | ||
| 040 |
_aFlBoTFG _cFlBoTFG _erda |
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| 050 | 4 |
_aTA683.5 _b.C7 |
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| 072 | 7 |
_aTEC _x063000 _2bisacsh |
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| 072 | 7 |
_aTN _2bicscc |
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| 082 | 0 | 4 |
_a624.1/7725 _223 |
| 100 | 1 |
_aPatel, Vipulkumar, _eauthor. _918023 |
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| 245 | 1 | 0 |
_aConcrete-Filled Stainless Steel Tubular Columns / _cby Vipulkumar Patel, Qing Quan Liang and Muhammad Hadi. |
| 250 | _aFirst edition. | ||
| 264 | 1 |
_aBoca Raton, FL : _bCRC Press, _c[2018]. |
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| 264 | 4 | _c©2019. | |
| 300 |
_a1 online resource (154 pages) : _b165 illustrations, text file, PDF |
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| 336 |
_atext _2rdacontent |
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| 337 |
_acomputer _2rdamedia |
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| 338 |
_aonline resource _2rdacarrier |
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| 504 | _aIncludes bibliographical references and index. | ||
| 505 | 0 | 0 | _tPreface. Introduction. Nonlinear analysis of CFSST short columns. Nonlinear analysis of circular CFSST slender columns. Nonlinear analysis of rectangular CFSST slender columns. Index. |
| 520 | 3 | _aConcrete-filled stainless steel tubular (CFSST) columns are increasingly used in modern composite construction due to their high strength, high ductility, high corrosion resistance, high durability and aesthetics and ease of maintenance. Thin-walled CFSST columns are characterized by the different strain-hardening behavior of stainless steel in tension and in compression, local buckling of stainless steel tubes and concrete confinement. Design codes and numerical models often overestimate or underestimate the ultimate strengths of CFSST columns. 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. The effects of different strain-hardening characteristics of stainless steel in tension and in compression, progressive local and post-local buckling of stainless steel tubes and concrete confinement are taken into account in the computational models. The numerical models simulate the axial load-strain behavior, moment-curvature curves, axial load-deflection responses and axial load-moment strength interaction diagrams of CFSST columns. The book describes the mathematical formulations, computational procedures and model verifications for circular and rectangular CFSST short and slender columns. The behavior of CFSST columns under various loading conditions is demonstrated by numerous numerical examples.This book is written for practising structural and civil engineers, academic researchers and graduate students in civil engineering who are interested in the latest computational techniques and design methods for CFSST columns. | |
| 530 | _aAlso available in print format. | ||
| 650 | 7 |
_aaxial load-strain. _2bisacsh _918024 |
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| 650 | 7 |
_abuckling. _2bisacsh _918025 |
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| 650 | 7 |
_aColumn axial strength. _2bisacsh _918026 |
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| 650 | 7 |
_acorrosion resistant. _2bisacsh _918027 |
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| 650 | 7 |
_aductility. _2bisacsh _918028 |
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| 650 | 7 |
_adurable structure. _2bisacsh _918029 |
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| 650 | 7 |
_ahigh strength. _2bisacsh _918030 |
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| 650 | 7 |
_aLoad-deflection analysis. _2bisacsh _918031 |
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| 650 | 7 |
_aMoment-curvature analysis. _2bisacsh _918032 |
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| 650 | 7 |
_anonlinear inelastic analysis. _2bisacsh _918033 |
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| 650 | 0 |
_aColumns, Concrete. _918034 |
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| 650 | 0 |
_aConcrete-filled tubes. _918035 |
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| 650 | 0 |
_aStructural analysis (Engineering) _93576 |
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| 650 | 0 |
_aTubes, Steel. _918036 |
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| 655 | 0 |
_aElectronic books. _93294 |
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| 700 | 1 |
_aLiang, Qing Quan, _eauthor. _918037 |
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| 700 | 1 |
_aHadi, Muhammad, _eauthor. _918038 |
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| 710 | 2 |
_aTaylor and Francis. _910719 |
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| 776 | 0 | 8 |
_iPrint version: _z9781138543669 |
| 856 | 4 | 0 |
_uhttps://www.taylorfrancis.com/books/9781351005708 _zClick here to view |
| 942 | _cEBK | ||
| 999 |
_c71702 _d71702 |
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