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Composite Structures according to Eurocode 4 : Worked Examples.
The use of composite structures in construction is increasing. The optimized combination of the two materials concrete and steel produces particularly cost-efficient structures. This book presents a large number of numerical examples with detailed explanations of the provisions of Eurocode 4. It dea...
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Otros Autores: | , |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Hoboken :
Wiley,
2015.
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| Temas: | |
| Acceso en línea: | Texto completo |
MARC
| LEADER | 00000cam a2200000 i 4500 | ||
|---|---|---|---|
| 001 | EBOOKCENTRAL_ocn902417584 | ||
| 003 | OCoLC | ||
| 005 | 20240329122006.0 | ||
| 006 | m o d | ||
| 007 | cr |n||||||||| | ||
| 008 | 150131s2015 xx o 000 0 eng d | ||
| 040 | |a EBLCP |b eng |e pn |c EBLCP |d OCLCQ |d DEBSZ |d OCLCQ |d IDB |d OCLCO |d OCLCF |d ZCU |d MERUC |d OCLCQ |d OCLCO |d ICG |d OCLCQ |d DKC |d AU@ |d OCLCQ |d OCL |d OCLCQ |d LIP |d OCLCO |d OCLCQ |d OCLCO | ||
| 020 | |a 9783433604915 | ||
| 020 | |a 3433604916 | ||
| 029 | 1 | |a DEBBG |b BV044072472 | |
| 029 | 1 | |a DEBSZ |b 431874980 | |
| 029 | 1 | |a DEBSZ |b 449477533 | |
| 035 | |a (OCoLC)902417584 | ||
| 043 | |a e------ | ||
| 050 | 4 | |a TA418.9.C6 .D384 2014 | |
| 082 | 0 | 4 | |a 624.18 |2 23 |
| 049 | |a UAMI | ||
| 100 | 1 | |a Dujmovic, Darko. | |
| 245 | 1 | 0 | |a Composite Structures according to Eurocode 4 : |b Worked Examples. |
| 260 | |a Hoboken : |b Wiley, |c 2015. | ||
| 300 | |a 1 online resource (926 pages) | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 588 | 0 | |a Print version record. | |
| 505 | 0 | |a Cover; Title Page; Copyright; Chapters; List of examples; Contents; Introduction; A Creep and shrinkage; A1 Determination of creep and shrinkage values; 1. Purpose of example; 2. Cross-section; 3. Input data; 4. Creep coefficients; 4.1 Determination of final creep coefficient; 4.2 Determination of creep coefficient at time t = 90 days; 5. Shrinkage strains; 5.1 Determination of final value of shrinkage strain; 5.2 Determination of shrinkage strain at time t = 90 days; 6. Commentary; A2 Determination of creep and shrinkage values on an example composite highway bridge; 1. Purpose of example. | |
| 505 | 8 | |a 2. Cross-section3. Input data; 4. Calculation of modular ratio nL for permanent action constant in time; 4.1 Calculation of modular ratio nL for permanent action constant in time at time t = " 4.2 Calculation of modular ratio nL for permanent action constant in time at opening to traffic t = 63 days; 5. Calculation of modular ratio nL for shrinkage and shrinkage strains; 5.1 Calculation of modular ratio nL for shrinkage and shrinkage strains at time t = " 5.2 Calculation of modular ratio nL for shrinkage and shrinkage strains at opening to traffic t = 63 days. | |
| 505 | 8 | |a 6. Primary effects of shrinkage7. Commentary; A3 Determination of creep and shrinkage values and their effects at calculation of bending moments; 1. Purpose of example; 2. Static system, cross-section and actions; 3. Input data; 4. Creep and shrinkage; 4.1 Determination of final creep coefficient; 4.2 Determination of shrinkage strain; 5. Effective width of the concrete flange; 5.1 Cross-section at mid-span; 5.2 Cross-section at support; 6. Geometrical properties of composite cross-section at mid-span; 7. Geometrical properties of composite cross-section at support. | |
| 505 | 8 | |a 8. Effects of creep and shrinkage8.1 Design bending moment for internal support; 8.2 Secondary effects of shrinkage; 9. Commentary; B Composite beams; B1 Effective width of concrete flange; 1. Purpose of example; 2. Static system and cross-section; 3. Calculation of effective width of the concrete flange; 3.1 Support A; 3.2 Mid-region AB; 3.3 Support region BC; 3.4 Mid-span region CD; 3.5 Support region DE; 4. Recapitulation of results; 5. Commentary; B2 Composite beam -- arrangement of shear connectors in solid slab; 1. Purpose of example; 2. Static system, cross-section and actions. | |
| 505 | 8 | |a 3. Properties of materials4. Ultimate limit state; 4.1 Design values of combined actions and design values of effects of actions; 4.2 Effective width of concrete flange; 4.3 Plastic resistance moment of composite cross-section; 4.4 Vertical shear resistance; 4.5 Check of resistance of headed stud connectors; 4.6 Check of the longitudinal shear resistance of the concrete flange; 5. Commentary; B3 Simply supported secondary composite beam supporting composite slab with profiled sheeting; 1. Purpose of example; 2. Static system, cross-section and actions; 3. Properties of materials. | |
| 500 | |a 4. Ultimate limit state. | ||
| 520 | |a The use of composite structures in construction is increasing. The optimized combination of the two materials concrete and steel produces particularly cost-efficient structures. This book presents a large number of numerical examples with detailed explanations of the provisions of Eurocode 4. It deals with the most common structural components in building construction: beams, columns and slabs. Furthermore, comprehensive chapters provide insight into the topics of creep and shrinkage, as well as fatigue. This book enables the reader to efficiently perform analyses of composite structures. It is. | ||
| 590 | |a ProQuest Ebook Central |b Ebook Central Academic Complete | ||
| 650 | 0 | |a Composite construction. | |
| 650 | 0 | |a Composite construction |x Standards |z European Union countries. | |
| 650 | 0 | |a EN1994 Eurocode 4 (Standard) | |
| 650 | 6 | |a Construction mixte. | |
| 650 | 6 | |a Construction mixte |x Normes |z Pays de l'Union européenne. | |
| 650 | 6 | |a Eurocode 4. | |
| 650 | 7 | |a composite construction. |2 aat | |
| 650 | 7 | |a Composite construction |2 fast | |
| 650 | 7 | |a Composite construction |x Standards |2 fast | |
| 650 | 7 | |a EN1994 Eurocode 4 (Standard) |2 fast | |
| 651 | 7 | |a European Union countries |2 fast | |
| 700 | 1 | |a Androic, Boris. | |
| 700 | 1 | |a Lukacevic, Ivan. | |
| 776 | 0 | 8 | |i Print version: |a Dujmovic, Darko. |t Composite Structures according to Eurocode 4 : Worked Examples. |d Hoboken : Wiley, ©2015 |z 9783433031070 |
| 856 | 4 | 0 | |u https://ebookcentral.uam.elogim.com/lib/uam-ebooks/detail.action?docID=1896056 |z Texto completo |
| 936 | |a BATCHLOAD | ||
| 938 | |a ProQuest Ebook Central |b EBLB |n EBL1896056 | ||
| 994 | |a 92 |b IZTAP | ||