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Hyperbolic structures : Shukhov's lattice towers - forerunners of modern lightweight construction /
Working at the threshold of the Modern Age, Vladimir G.suchov (Shukhov) is regarded as one of the world's mostoutstanding and versatile engineers. Some of his fascinating andtechnically sophisticated structures, always so delicatelyproportioned they cannot fail to catch the eye, have no equival...
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés Alemán |
| Publicado: |
Chichester, West Sussex, United Kingdom :
Wiley Blackwell,
2014.
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| Temas: | |
| Acceso en línea: | Texto completo |
MARC
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| 100 | 1 | |a Beckh, Matthias, |d 1974- | |
| 240 | 1 | 0 | |a Hyperbolische Stabwerke. |l English |
| 245 | 1 | 0 | |a Hyperbolic structures : |b Shukhov's lattice towers - forerunners of modern lightweight construction / |c Matthias Beckh. |
| 264 | 1 | |a Chichester, West Sussex, United Kingdom : |b Wiley Blackwell, |c 2014. | |
| 300 | |a 1 online resource | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b n |2 rdamedia | ||
| 338 | |a online resource |b nc |2 rdacarrier | ||
| 504 | |a Includes bibliographical references and index. | ||
| 588 | 0 | |a Print version record and CIP data provided by publisher. | |
| 520 | |a Working at the threshold of the Modern Age, Vladimir G.suchov (Shukhov) is regarded as one of the world's mostoutstanding and versatile engineers. Some of his fascinating andtechnically sophisticated structures, always so delicatelyproportioned they cannot fail to catch the eye, have no equivalentamong the structures of today. From the time Shukhov built the first hyperbolic lattice towerat the end of the 19th century, he has been seen as the founder anddeveloper of this then new form of construction. This structure, with a seemingly complex geometry definable with only a few basicparameters, has no predecessors in the history of construction. Itexcels through its high stability and economy of material 'but above all through the visual impact of its web-like arrangementof members. Setting Shukhov's work in the context of thehistory of construction shows that he and his new structural formsanticipated many of today's engineering and lightweight structures. The principles of Shukhov's load-bearing systems are used inarchitecture today, for example in the structural engineering ofhigh-rise buildings. Hyperbolic structures analyses the interactions ofform with the structural behaviour of hyperbolic lattice towers, and the effects of the various influencing factors were determinedwith the help of parametric studies and load capacity analyses. This evaluation of Shukhov's historical calculations and thereconstruction of the design and development process of his watertowers shows why the Russian engineer is considered not only apathfinder for lightweight structures but also a pioneer ofparametrised design processes. | ||
| 505 | 0 | |a Title Page -- Copyright Page -- Contents -- Foreword -- Introduction -- Current state of research -- Overview -- Building with hyperbolic lattice structures -- The development of building with iron in the 19th century -- The work of Vladimir G. Shukhov, pioneer of lightweight construction -- Outline biography -- Arched girders -- Lattice gridshells -- Suspended roofs -- The hyperbolic lattice towers of Vladimir G. Shukhov -- Patent No. 1896 -- The tubular towers of Mannesmann -- Water towers -- Multistorey towers -- Hyperbolic structures after Shukhov | |
| 505 | 8 | |a Geometry and form of hyperbolic lattice structuresPrinciples and classification -- Conic sections -- Second-order algebraic surfaces -- One-sheeted hyperboloid -- Geometry of hyperbolic lattice structures -- Fundamental relationships -- Position of coordinates -- Geometry of the frame mesh -- Structural analysis and calculation methods -- The problem of inextensional bending -- Principal structural behaviour -- Vertical load transfer -- Horizontal load transfer -- Influence of torsion -- Theoretical principles for determining ultimate load capacity | |
| 505 | 8 | |a Stress and stability failuresLinear structural behaviour and stability analysis -- Non-linear structural behaviour and stability analysis -- Imperfections -- Parametric studies on differently meshed hyperboloids -- Intermediate rings at the intersection points (variant 1) -- Construction used by Vladimir G. Shukhov (variant 2) -- Reticulated shell (variant 3) -- Principles of the parametric studies -- Finite Element Analysis -- Modelling and member arrangement -- Load assumptions -- Choice of imperfections in determining the load capacity | |
| 505 | 8 | |a Calculation of load capacityRelationships between form and structural behaviour -- Comparison of circular cylindrical shells and hyperboloids of rotation -- Mesh variant 1: Intermediate rings at intersection points -- Influence of the rotation angle -- Mesh variant 2: Construction used by Vladimir G. Shukhov -- Influence of the rotation angle -- Influence of the rotation angle with flexurally stiff intermediate ring connections -- Influence of sizes of radii -- Influence of the number of vertical member pairs n -- Influence of the number of intermediate rings | |
| 505 | 8 | |a Influence of the stiffness of the intermediate ringsInfluence of multilayer construction -- Influence of an additional horizontal load -- Summary of the results from variant 2 -- Mesh variant 3: Discretisation as reticulated shells -- Influence of the number of vertical members on the load capacity: -- Influence of the node stiffness on the load capacity -- Summary and comparison of the results -- Structural analysis of selected towers built by Vladimir G. Shukhov -- Water tower for the All-Russia Exhibition in Nizhny Novgorod (1896) -- Water tower in Mykolaiv (1907) | |
| 590 | |a ProQuest Ebook Central |b Ebook Central Academic Complete | ||
| 650 | 0 | |a Hyperboloid structures. | |
| 650 | 0 | |a Structural frames |x Design and construction. | |
| 650 | 0 | |a Lattice theory. | |
| 650 | 6 | |a Structures hyperboloïdes. | |
| 650 | 6 | |a Théorie des treillis. | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING |x Civil |x General. |2 bisacsh | |
| 650 | 7 | |a Hyperboloid structures |2 fast | |
| 650 | 7 | |a Lattice theory |2 fast | |
| 650 | 7 | |a Structural frames |x Design and construction |2 fast | |
| 758 | |i has work: |a Hyperbolic structures (Text) |1 https://id.oclc.org/worldcat/entity/E39PCGQM7hXJR7tGr8kC6Fhwfm |4 https://id.oclc.org/worldcat/ontology/hasWork | ||
| 776 | 0 | 8 | |i Print version: |a Beckh, Matthias, 1974- |t Hyperbolic structures. |d Chichester, West Sussex, United Kingdom : John Wiley & Sons Inc., 2014 |z 9781118932681 |w (DLC) 2014026257 |
| 856 | 4 | 0 | |u https://ebookcentral.uam.elogim.com/lib/uam-ebooks/detail.action?docID=1895770 |z Texto completo |
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