000			03936cam a22004937i 4500
999			_c9213 _d9213
001			17513738
005			20201001120558.0
008			121031s2013 enka b 001 0 eng d
010			_a 2012953072
020			_a9781848214828
020			_a1848214820
035			_a(OCoLC)ocn838638195
040			_aIXA _beng _cIXA _erda _dOCLCQ _dOCLCO _dOCLCF _dNLE _dDLC
042			_alccopycat
050	0	0	_aTA683.5.B3 _bC37 2013
082	0	4	_a624.18342 _223 _bC.C.R
100	1		_aCasandjian, Charles, _eauthor.
245	1	0	_aReinforced concrete beams, columns and frames. _pMechanics and design / _cCharles Casandjian, Noël Challamel, Christophe Lanos, Jostein Hellesland.
246	1	0	_aMechanics and design
264		1	_aLondon, UK : _bISTE ; _aHoboken, NJ, USA : _bWiley, _c2013.
300			_axvi, 294 pages : _billustrations ; _c24 cm.
336			_atext _btxt _2rdacontent
337			_aunmediated _bn _2rdamedia
338			_avolume _bnc _2rdacarrier
490	1		_aCivil engineering and geomechanics series
500			_aComplements a related book by the same authors entitled Reinforced concrete beams, columns and frames : section and slender member analysis.
500			_a"The two books are complementary, and ... could have been presented together in one book. ... [F]or practical reasons, it has proved more convenient to present the material in two separate books with the same preface in both titles"--Preface.
500			_aengineering bookfair2015
504			_aIncludes bibliographical references (pages 279-292) and index.
505	0		_aCover; Contents; Title page; Copyright page; Preface; Chapter 1: Advanced Design at Ultimate Limit State (ULS); 1.1. Design at ULS -- simplified analysis; 1.2. ULS -- extended analysis; 1.3. ULS -- interaction diagram; Chapter 2: Slender Compression Members -- Mechanics and Design; 2.1. Introduction; 2.2. Analysis methods; 2.3. Member and system instability; 2.4. First- and second-order load effects; 2.5. Maximum moment formation; 2.6. Local and global slenderness limits; 2.7. Effect of creep deformations; 2.8. Geometric imperfections; 2.9. Elastic analysis methods. 2.10. Practical linear elastic analysis2.11. Simplified analysis and design methods; 2.12. ULS design; Chapter 3: Approximate Analysis Methods; 3.1. Effective lengths; 3.2. Method of means; 3.3. Global buckling of unbraced or partially braced systems; 3.4. Story sway and moment magnification; Appendix 1: Cardano's Method; A1.1. Introduction; A1.2. Roots of a cubic function -- method of resolution; A1.3. Roots of a cubic function -- synthesis; A1.4. Roots of a quartic function -- principle of resolution; Appendix 2: Steel Reinforcement Table; Bibliography; Index.
520			_aThis book is focused on the theoretical and practical design of reinforced concrete beams, columns and frame structures. It is based on an analytical approach of designing normal reinforced concrete structural elements that are compatible with most international design rules, including for instance the European design rules - Eurocode 2 - for reinforced concrete structures. The book tries to distinguish between what belongs to the structural design philosophy of such structural elements (related to strength of materials arguments) and what belongs to the design rule aspects associated with.
650		0	_aConcrete beams _xDesign.
650		7	_aConcrete beams _xDesign. _2fast _0(OCoLC)fst00874242
700	1		_aChallamel, Noël, _eauthor.
700	1		_aLanos, Christophe, _eauthor.
700	1		_aHellesland, J., _eauthor.
740	0		_aReinforced concrete beams, columns and frames. _pSection and slender member analysis.
830		0	_aCivil engineering and geomechanics series.
906			_a7 _bcbc _ccopycat _d2 _eepcn _f20 _gy-gencatlg
942			_2ddc _cBK