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Flexural-Torsional Buckling of Structures provides an up-to-date, comprehensive treatment of flexural-torsional buckling and demonstrates how to design against this mode of failure. The author first explains the fundamentals of this type of buckling behavior and then summarizes results that will be of use to designers and researchers in either equation or graphical form. This approach makes the book an ideal text/reference for students in structural engineering as well as for practicing civil engineers, structural engineers, and constructional steel researchers and designers. The book begins by introducing the modern development of the theory of flexural-torsional buckling through discussions on the general concepts of equilibrium, total potential, virtual work, and buckling. It then continues with in-depth coverage of hand methods for solving buckling problems, the analysis of flexural-torsional buckling using the finite element method, and the buckling of different types of structural elements and frames composed of various elastic materials. Other topics addressed include the design and inelastic buckling of steel members. The book's final chapter considers a collection of special topics.
Geared toward graduate students and professionals in structural engineering, this text explores the limits of structural usefulness that govern structural design procedures, particularly various forms of elastic buckling and inelastic instability. 1968 edition.
The fully revised fourth edition of this successful textbook fills a void which will arise when British designers start using the European steel code EC3 instead of the current steel code BS5950. The principal feature of the forth edition is the discussion of the behaviour of steel structures and the criteria used in design according to the British version of EC3. Thus it serves to bridge the gap which too often occurs when attention is concentrated on methods of analysis and the sizing of structural components. Because emphasis is placed on the development of an understanding of behaviour, many analytical details are either omitted in favour of more descriptive explanations, or are relegated to appendices. The many worked examples both illustrate the behaviour of steel structures and exemplify details of the design process. The Behaviour and Design of Steel Structures to EC3 is a key text for senior undergraduate and graduate students, and an essential reference tool for practising structural engineers in the UK and other countries.
This book provides an up-to-date and comprehensive treatment of flexural-torsional buckling, and shows how to design against this mode of failure. It also gives detailed summaries of knowledge on flexural-torsional buckling so that it can be used as a source book by practising engineers and designers, researchers and advanced students of structural engineering.
Insights and Innovations in Structural Engineering, Mechanics and Computation comprises 360 papers that were presented at the Sixth International Conference on Structural Engineering, Mechanics and Computation (SEMC 2016, Cape Town, South Africa, 5-7 September 2016). The papers reflect the broad scope of the SEMC conferences, and cover a wide range of engineering structures (buildings, bridges, towers, roofs, foundations, offshore structures, tunnels, dams, vessels, vehicles and machinery) and engineering materials (steel, aluminium, concrete, masonry, timber, glass, polymers, composites, laminates, smart materials).
Steel Framed Structures contains ten chapters on rigid frames, sway frames, multi-storey frames, interbraced columns and beams, elastic stability, moment-resisting connections, flexibly connected frames, portal frames, and braced arches.
Anyone involved with structural design, whether a student or a practicing engineer, must maintain a functional understanding of wood, steel, and concrete design principles. In covering all of these materials, Principles of Structural Design: Wood, Steel, and Concrete fills a gap that exists in the instructional resources. It provides a self-contained authoritative source that elaborates on the most recent practices together with the code-connected fundamentals that other books often take for granted. Dr. Ram Gupta, a professional engineer, provides readers with insights garnered over a highly active 40-year international career. Organized for ready reference, the book is divided into four main sections. Part I covers loads, load combinations, and specific code requirements for different types of loads. It elaborates on the LRFD (load resistance factor design) philosophy and the unified approach to design. Part II covers sawn lumber, structural glued laminated timber, and structural composite lumber. It reviews tension, compression, and bending members, as well as the effects of column and beam stabilities and combined forces. Part III considers the steel design of individual tension, compression, and bending members. Additionally, it provides designs for braced and unbraced frames. Open-web steel joists and joist girders are included here as they form a common type of flooring system for steel-frame buildings. Part IV analyzes the design of reinforced beams and slabs, shear and torsion, compression and combined compression, and flexure in relation to basic concrete structures. This textbook presents the LRFD approach for designing structural elements according to the latest codes. Written for architecture and construction management majors, it is equally suitable for civil and structural engineers.
Structural Stability in Engineering Practice elucidates the various problems associated with attaining stability, and provides the results for practical use by the design engineer. By presenting a simple and visual description of the physical phenomena, the authors show how to determine the critical loads of various structures, such as frames, arches, building structures, trusses and sandwiches. Special emphasis is given to the post-critical behaviour - essential for assessing the safety of structures - and furthermore to the summation theories that make the solution of complicated stability problems relatively simple.