🎉 Up to 70% Off Selected ItemsShop Sale

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 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.
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.
Reprint of the Prentice-Hall, Inc., Englewood Cliffs, New Jersey, 1968 edition.
nonfiction; structural engineering; mechanical engineering; structural usefulness; structural design; technology & engineering; structural specifications; conceptual models; elastic and inelastic behavior of metal beams; beams and columns; rigid frames, Structural Analysis; Elastic Behavior of Structural Members; Beams in Structures; Theory of Structures; Stress Analysis$29.95
Structural Members and Frames—
$29.95
Product Information
Product Information
Shipping & Returns
Shipping & Returns
Description
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.
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.
Reprint of the Prentice-Hall, Inc., Englewood Cliffs, New Jersey, 1968 edition.
nonfiction; structural engineering; mechanical engineering; structural usefulness; structural design; technology & engineering; structural specifications; conceptual models; elastic and inelastic behavior of metal beams; beams and columns; rigid frames, Structural Analysis; Elastic Behavior of Structural Members; Beams in Structures; Theory of Structures; Stress Analysis










