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ocn829460540 |
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OCoLC |
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20240504213016.0 |
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130309s2013 enk o 000 0 eng d |
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|a EBLCP
|b eng
|e pn
|c EBLCP
|d OCLCQ
|d DEBSZ
|d OCLCQ
|d DXU
|d MERUC
|d ZCU
|d ICG
|d OCLCF
|d OCLCO
|d OCLCQ
|d OCLCO
|d OCLCQ
|d DKC
|d OCLCQ
|d OCLCO
|d OCLCQ
|d OCLCO
|d OCLCL
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|a 9781118635407
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|a 111863540X
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|a (OCoLC)829460540
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|a TA683
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|a HCDD
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|a Hellesland, J.
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|a Reinforced Concrete Beams, Columns and Frames :
|b Mechanics and ULS Design.
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| 260 |
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|a London :
|b Wiley,
|c 2013.
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| 300 |
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|a 1 online resource (368 pages)
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| 336 |
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|a text
|b txt
|2 rdacontent
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| 337 |
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|a computer
|b c
|2 rdamedia
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| 338 |
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|a online resource
|b cr
|2 rdacarrier
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| 490 |
1 |
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|a ISTE
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|a Cover; 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.
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|a 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.
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|a This 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.
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| 588 |
0 |
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|a Print version record.
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| 650 |
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|a Reinforced concrete construction.
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| 650 |
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|a Structural engineering.
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| 650 |
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|a Concrete
|x Technological innovations.
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| 650 |
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7 |
|a structural engineering.
|2 aat
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| 650 |
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7 |
|a Reinforced concrete construction
|2 fast
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| 650 |
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7 |
|a Structural engineering
|2 fast
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| 700 |
1 |
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|a Challamel, No?l.
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| 700 |
1 |
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|a Casandjian, Charles.
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| 700 |
1 |
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|a Lanos, Christophe.
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| 758 |
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|i has work:
|a Reinforced Concrete Beams, Columns and Frames (Text)
|1 https://id.oclc.org/worldcat/entity/E39PCFWq69mHGwVjwfKQGhFrmd
|4 https://id.oclc.org/worldcat/ontology/hasWork
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| 776 |
0 |
8 |
|i Print version:
|a Hellesland, Jostein.
|t Reinforced Concrete Beams, Columns and Frames : Mechanics and ULS Design.
|d London : Wiley, ©2013
|z 9781848215696
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| 830 |
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0 |
|a ISTE.
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| 856 |
4 |
0 |
|u https://ebookcentral.proquest.com/lib/holycrosscollege-ebooks/detail.action?docID=1129760
|y Click for online access
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| 903 |
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|a EBC-AC
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| 994 |
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|a 92
|b HCD
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