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Structural Members and Frames.

Geared toward graduate students and professionals in structural engineering, this text presents a detailed treatment of the elastic and inelastic behavior of metal beams, columns, beam-columns, and rigid frames. All four topics receive separate chapters, in which the background for their general beh...

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Detalles Bibliográficos
Clasificación:Libro Electrónico
Autor principal: Galambos, T. V. (Theodore V.)
Formato: Electrónico eBook
Idioma:Inglés
Publicado: Dover Publications, 2016.
Colección:Dover books on engineering
Temas:
Acceso en línea:Texto completo

MARC

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520 |a Geared toward graduate students and professionals in structural engineering, this text presents a detailed treatment of the elastic and inelastic behavior of metal beams, columns, beam-columns, and rigid frames. All four topics receive separate chapters, in which the background for their general behavior is discussed in terms of specific structural tests. The chapters also examine theoretical elastic behavior and the termination of usefulness by elastic buckling, behavior in the inelastic region, and the uses of various conceptual models in predicting inelastic instability. The final section of each chapter covers procedures and provides interpretations of structural specifications. Two additional chapters offer an introduction to the text and derive the differential equations governing the elastic deformations of prismatic thin-walled open members. Numerous examples throughout the treatment illustrate theory and applications. 
504 |a Includes bibliographical references and index. 
505 0 |a Title Page; Copyright Page; Dedication; Preface; Contents; 1. Introduction; 1.1 Classifications and scope; 1.2 The response of structures to loads; 1.3 Instability; 1.4 Frames and their components; 1.5 Organization of the book; 2. Elastic Behavior of Members; 2.1 Elastic behavior; 2.2 Response to bending moment and axial force; 2.3 Shear stresses due to bending; 2.4 The differential equations of bending; 2.5 Torsional stresses and deformations; 2.6 Summary of the first-order elastic solutions; 2.7 Examples; 2.8 The second-order differential equations; 3. Beams. 
505 8 |a 3.1 The response of beams to load3.2 Elastic beams; 3.3 Inelastic beams; 3.4 Design practice; Appendix 3A. The Total Potential of A Thin-Walled Beam; 4. Columns; 4.1 Introduction; 4.2 Elastic columns; 4.3 Elastic buckling of frames; 4.4 Inelastic columns; 4.5 The design of columns; Appendix 4A. Stability Functions; 5. Beam-Columns; 5.1 Introduction; 5.2 The elastic response of beam-columns; 5.3 The maximum strength of beam-columns; 5.4 Column deflection curves; 5.5 Design of beam-columns; 6. Frames; 6.1 The load-deformation relationship of planar frames; 6.2 Frame analysis; 6.3 Frame design. 
505 8 |a 6.4 SummaryAnswers to Problems; Author Index; Subject Tndex. 
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650 0 |a Structural analysis (Engineering) 
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