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Bridge Deck Behaviour 2nd edition [Pehme köide]

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  • Formaat: Paperback / softback, 336 pages, kõrgus x laius: 246x189 mm, kaal: 680 g
  • Ilmumisaeg: 12-Dec-2019
  • Kirjastus: CRC Press
  • ISBN-10: 0367863421
  • ISBN-13: 9780367863425
Teised raamatud teemal:
Bridge Deck Behaviour 2nd editionSuurem pilt
  • Formaat: Paperback / softback, 336 pages, kõrgus x laius: 246x189 mm, kaal: 680 g
  • Ilmumisaeg: 12-Dec-2019
  • Kirjastus: CRC Press
  • ISBN-10: 0367863421
  • ISBN-13: 9780367863425
Teised raamatud teemal:
Püsilink: https://www.kriso.ee/db/9780367863425.html
Märksõnad:
This book describes the underlying behaviour of steel and concrete bridge decks. It shows how complex structures can be analysed with physical reasoning and relatively simple computer models and without complicated mathematics.

Arvustused

'This is the second edition of a book which, since its first publication in 1976, has become one of the most widely used in bridge design offices...The first edition was the best book of its kind. The second edition is better.'

-- New Civil Engineer

'The first edition will be familiar to most bridge engineers, who will only need to be assured that the high standard set there has been maintained.'

-- The Structural Engineer

'In spite of increases in computing power, bridge deck analysis methods have not changed to the same extent, and grillage analysis remains the standard procedure for most structures.'

-- Doug Jenkins, British library publication

Acknowledgements xi
Preface xiii
Notation xvii
1 Structural forms and calculation methods
1(23)
1.1 Introduction
1(1)
1.2 Structural forms
2(15)
1.3 Safety of methods
17(4)
1.4 Hooke's law and Young's modulus
21(1)
References
22(2)
2 Beam decks and frames
24(29)
2.1 Introduction
24(1)
2.2 Types of beam deck
24(2)
2.3 Bending of beams
26(13)
2.4 Torsion of beams
39(6)
2.5 Computer analysis of continuous beams
45(1)
2.6 Construction sequence
45(2)
2.7 Frame and arching action
47(3)
2.8 Short-term and long-term behaviour
50(2)
References
52(1)
3 Slab decks
53(29)
3.1 Introduction
53(1)
3.2 Types of structure
53(2)
3.3 Structural action
55(6)
3.4 Rigorous analysis of distribution of forces
61(1)
3.5 Grillage analysis
61(7)
3.6 Grillage examples
68(4)
3.7 Interpretation of output
72(1)
3.8 Moments under concentrated loads
73(1)
3.9 Shear-key slab decks
74(1)
3.10 Grillage analysis of shear-key slab
75(6)
References
81(1)
4 Beam-and-slab decks
82(24)
4.1 Introduction
82(1)
4.2 Types of structure
83(1)
4.3 Structural action
83(2)
4.4 Grillage analysis
85(4)
4.5 Grillage examples
89(3)
4.6 Application of load
92(2)
4.7 Interpretation of output
94(1)
4.8 Torsionless design
95(4)
4.9 Bracing
99(3)
4.10 Slab membrane action in beam-and-slab decks
102(2)
References
104(2)
5 Multicellular decks
106(29)
5.1 Introduction
106(1)
5.2 The shear-flexible grillage
106(1)
5.3 Grillage mesh
107(1)
5.4 Modes of structural action
108(14)
5.5 Section properties of grillage members
122(5)
5.6 Load application
127(1)
5.7 Interpretation of output
127(5)
5.8 Comparison with finite strip method
132(1)
References
133(2)
6 Box-girder decks
135(22)
6.1 Distortion of single-cell box-girder
135(2)
6.2 Methods of calculation
137(1)
6.3 BEF analysis of box-girder
137(4)
6.4 Space frame analysis of box-girder
141(4)
6.5 Grillage analysis of box-girder
145(4)
6.6 Grillage analysis of multiple box-girder deck
149(2)
6.7 Grillage analysis of a multispan box-girder
151(5)
References
156(1)
7 Space frame methods and slab membrane action
157(20)
7.1 Truss space frame
157(3)
7.2 McHenry lattice
160(1)
7.3 Cruciform space frame
161(4)
7.4 Slab membrane action
165(2)
7.5 Downstand grillage
167(7)
7.6 Effects of slab membrane action on beam-and-slab deck behaviour
174(2)
References
176(1)
8 Shear lag and edge stiffening
177(11)
8.1 Shear lag
177(1)
8.2 Effective width of flanges
177(5)
8.3 Edge stiffening of slab decks
182(1)
8.4 Upstand parapets to beam-and-slab decks
183(2)
8.5 Service bays in beam-and-slab decks
185(2)
References
187(1)
9 Skew, tapered and curved decks
188(11)
9.1 Skew decks
188(4)
9.2 Tapered decks
192(1)
9.3 Curved decks
193(5)
References
198(1)
10 Distribution coefficients
199(23)
10.1 Introduction
199(1)
10.2 Some published load distribution charts
200(5)
10.3 Influence lines for slab, beam-and-slab and cellular decks
205(3)
10.4 Application of charts to slab deck
208(5)
10.5 Application of charts to beam-and-slab deck
213(3)
10.6 Application of charts to cellular deck
216(5)
References
221(1)
11 Temperature and prestress loading
222(22)
11.1 Introduction
222(1)
11.2 Temperature strains and stresses in simply supported span
222(5)
11.3 Temperature stresses in a continuous deck
227(2)
11.4 Grillage analysis of temperature moments
229(1)
11.5 Differential creep and shrinkage
230(1)
11.6 Prestress axial compression
231(2)
11.7 Prestress moments due to cable eccentricity
233(1)
11.8 Prestress moments due to cable curvature
234(2)
11.9 Prestress analysis by flexibility coefficients
236(2)
11.10 Prestress applied directly to space frame
238(4)
References
242(2)
12 Harmonic analysis and folded plate theory
244(19)
12.1 Introduction
244(1)
12.2 Harmonic components of load, moment, etc
245(4)
12.3 Characteristics of low and high harmonics
249(4)
12.4 Harmonic analysis of plane decks
253(2)
12.5 Folded plate analysis
255(5)
12.6 Continuous and skew decks
260(1)
12.7 Errors of harmonics near discontinuities
261(1)
References
262(1)
13 Finite element method
263(18)
13.1 Introduction
263(1)
13.2 Two-dimensional plane stress elements
264(7)
13.3 Plate bending elements
271(4)
13.4 Three-dimensional plate structures and shell elements
275(1)
13.5 Finite strips
276(2)
13.6 Three-dimensional elements
278(1)
13.7 Conclusion
279(1)
References
280(1)
14 Stiffnesses of supports and foundations
281(20)
14.1 Introduction
281(1)
14.2 Substructures and bearings
282(1)
14.3 Foundation stiffnesses
283(7)
14.4 Stiffness moduli of soils
290(1)
14.5 Stiffnesses from lateral earth pressures
291(2)
14.6 Embankment movements
293(1)
14.7 Integral bridges
294(5)
References
299(2)
Appendix A Product integrals. Functions of load on a single span. Harmonic components 301(4)
Appendix B Calculation of torsion constant for solid beams 305(2)
Author Index 307(2)
Subject Index 309
E C Hambly was a worked as a visiting professor at Oxford University from 1989 to 1992 lecturing in structural analysis.