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Titlebook: Stability Analysis and Design of Structures; Murari Lal Gambhir Textbook 2004 Springer-Verlag Berlin Heidelberg 2004 Buckling.Buckling mod

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书目名称Stability Analysis and Design of Structures
编辑Murari Lal Gambhir
视频video
概述Introductory textbook with systematic step-by-step derivations of all methods and applications of stability analysis.Addresses all key structural elements, e.g. rigid body-assemblage, columns, rigid-f
图书封面Titlebook: Stability Analysis and Design of Structures;  Murari Lal Gambhir Textbook 2004 Springer-Verlag Berlin Heidelberg 2004 Buckling.Buckling mod
描述.Rapid advances in analytical methods and computing enable engineers to apply stability/stiffness methods to increasingly complex real-life cases. This advanced and graduate-level text and self-tutorial teaches readers to understand and to apply analytical design principles across the breadth of the engineering sciences. Emphasizing fundamentals, the book addresses the stability of key engineering elements such as rigid-body assemblage, beam-columns, rigid frames, thin plates, arches, rings, or shells. Each chapter contains numerous worked-out problems that clarify practical application and aid comprehension of the basics of stability theory, plus end-of-chapter review exercises. Others key features are the citing and comparison of different national building standards, use of non-dimensional parameters, and many tables with much practical data and simplified formula, that enable readers to use them in the design of structural components..
出版日期Textbook 2004
关键词Buckling; Buckling modes; Fundament; Stab; Stability; Stability Analysis; basics; beam; calculus; design; diff
版次1
doihttps://doi.org/10.1007/978-3-662-09996-4
isbn_softcover978-3-642-05866-0
isbn_ebook978-3-662-09996-4
copyrightSpringer-Verlag Berlin Heidelberg 2004
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Rigid-Body Assemblages,d spring elements. In these systems, the rigid bodies are constrained by the support hinges so that only one type of displacement is possible. For the systems discussed here the formulation of the stability problem differs from the classical Euler formulation due to its basically discrete nature.
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Buckling of Axially Loaded Members (Columns), with flexural stiffness rigidity . being constant throughout its length and subjected to an axial compressive force applied along the . of the member. Moreover, it is presumed that the material of the member is homogeneous, isotropic and perfectly elastic. The assumption of . of bending also holds good for the critical load theory.
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https://doi.org/10.1007/978-3-662-09996-4Buckling; Buckling modes; Fundament; Stab; Stability; Stability Analysis; basics; beam; calculus; design; diff
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Stability Analysis of Frames,e examined in its totality wherein actual buckling of total frame is considered. In this chapter the stability analysis of the frames using classical differential equation method, semi-geometrical method, matrix method and modified moment distribution method etc. has been described.
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Buckling of Members Having Open Sections,ons, the critical load lies between the critical load for the . and that of .. A pure flexural mode exists when the . coincides with .. Therefore, a member subjected to an axial compressive force can also undergo lateral buckling.
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