The analysis and design of structures to resist the effect produced by time dependent forces or motions requires conceptual idealizations and simplifying assumptions through which the physical system is represented by an idealized system known as the analytical or mathematical model. These idealizations or simplifying assumptions may be classified in the following groups;
Material assumptions
Loading assumptions
Geometric assumptions
Theory and Computation
Fifth Edition
Updated with SAP2000
Speed Scientific School
University of Louisville
Louisille, KY
William Leigh
University of Central Florida
Orlando, FL.
Part 2 Structures Modeled As Shear Buildings
Part III Framed Structures Modeled As Discrete Multi-Degree-of-Freedom Systems
Part IV Structures Modeled with distributed properties
Part V Special Topics: Fourier Analysis, Evaluation of Absolute Damping, Generalized coordinates
Part VI Random Vibration
Part VII EarthQuake Engineering
Material assumptions
Loading assumptions
Geometric assumptions
Structrual Dynamics Theory and Computation |
Title of the Book
Structural DynamicsTheory and Computation
Fifth Edition
Updated with SAP2000
Authors of the Book
Mario PazSpeed Scientific School
University of Louisville
Louisille, KY
William Leigh
University of Central Florida
Orlando, FL.
Contents of the Book
Part 1 Structures Modeled as a Single-Degree-of-Freedom SystemPart 2 Structures Modeled As Shear Buildings
Part III Framed Structures Modeled As Discrete Multi-Degree-of-Freedom Systems
Part IV Structures Modeled with distributed properties
Part V Special Topics: Fourier Analysis, Evaluation of Absolute Damping, Generalized coordinates
Part VI Random Vibration
Part VII EarthQuake Engineering
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