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02330nam a22004335i 4500 |
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978-3-540-88152-0 |
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20191024161735.0 |
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cr nn 008mamaa |
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100301s2009 gw | s |||| 0|eng d |
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|a 9783540881520
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024 |
7 |
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|a 10.1007/978-3-540-88152-0
|2 doi
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|a Sistema de Bibliotecas del Tecnológico de Costa Rica
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100 |
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|a Yu, Mao-Hong.
|e author.
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245 |
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|a Structural Plasticity
|b Limit, Shakedown and Dynamic Plastic Analyses of Structures /
|c by Mao-Hong Yu, Guo-Wei Ma, Jian-Chun Li.
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250 |
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|a 1st ed. 2009.
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|a Berlin, Heidelberg :
|b Springer Berlin Heidelberg :
|b Imprint: Springer,
|c 2009.
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|a XVII, 384 p. 238 illus.
|b online resource.
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336 |
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|a text
|b txt
|2 rdacontent
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|a computer
|b c
|2 rdamedia
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|a online resource
|b cr
|2 rdacarrier
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|a Advanced Topics in Science and Technology in China,
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|a Fundamental Concepts of Stress and Strain -- Yield Condition -- Theorems of Limit Analysis -- Plastic Limit Analysis for Simply Supported Circular Plates -- Plastic Limit Analysis of Clamped Circular Plates -- Plastic Limit Analysis of Annular Plate -- Plastic Limit Analyses of Oblique, Rhombic, and Rectangular Plates -- Plastic Limit Analysis of Pressure Vessels -- Dynamic Plastic Response of Circular Plate -- Limit Angular Speed of Rotating Disc and Cylinder -- Projectile Penetration into Semi-infinite Target -- Plastic Analysis of Orthogonal Circular Plate -- Unified Limit Analysis of a Wellbore -- Unified Solution of Shakedown Limit for Thick-walled Cylinder -- Unified Solution of Shakedown Limit for Circular Plate -- Shakedown Analysis of Rotating Cylinder and Disc.
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|a Buildings—Design and construction.
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650 |
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|a Building.
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650 |
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|a Construction.
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650 |
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|a Engineering, Architectural.
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650 |
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|a Mechanics.
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650 |
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|a Mechanics, Applied.
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650 |
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|a Civil engineering.
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|a Mechanical engineering.
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|a Building Construction and Design.
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650 |
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|a Solid Mechanics.
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650 |
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|a Civil Engineering.
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650 |
2 |
4 |
|a Mechanical Engineering.
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700 |
1 |
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|a Ma, Guo-Wei.
|e author.
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700 |
1 |
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|a Li, Jian-Chun.
|e author.
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710 |
2 |
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|a SpringerLink (Online service)
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|t Springer eBooks
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856 |
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|u https://doi.org/10.1007/978-3-540-88152-0
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