Theory of nonlinear structural analysis : the force analogy method for earthquake engineering
by
 
Li, Gang (Structural engineer), author.

Title
Theory of nonlinear structural analysis : the force analogy method for earthquake engineering

Author
Li, Gang (Structural engineer), author.

ISBN
9781118718087
 
9781118718070

Physical Description
1 online resource (xii, 354 pages)

Abstract
"A comprehensive book focusing on the Force Analogy Method, a novel method for nonlinear dynamic analysis and simulationThis book focusses on the Force Analogy Method, a novel method for nonlinear dynamic analysis and simulation. A review of the current nonlinear analysis method for earthquake engineering will be summarized and explained. Additionally, how the force analogy method can be used in nonlinear static analysis will be discussed through several nonlinear static examples. The emphasis of this book is to extend and develop the force analogy method to performing dynamic analysis on structures under earthquake excitations, where the force analogy method is incorporated in the flexural element, axial element, shearing element and so on will be exhibited. Moreover, the geometric nonlinearity into nonlinear dynamic analysis algorithm based on the force analogy method is included. The application of the force analogy method in seismic design for buildings and structural control area is discussed and combined with practical engineering"-- Provided by publisher.

Subject Term
Earthquake engineering.
 
Nonlinear theories.

Genre
Electronic books.

Added Author
Wong, Kevin Kai Fai, 1969-

Electronic Access
ebrary An electronic book accessible through the World Wide Web; click to view
 
Cover image http://catalogimages.wiley.com/images/db/jimages/9781118718063.jpg
 
http://onlinelibrary.wiley.com/book/10.1002/9781118718070
 
John Wiley http://dx.doi.org/10.1002/9781118718070


LibraryMaterial TypeItem BarcodeShelf Number[[missing key: search.ChildField.HOLDING]]Status
Online LibraryE-Book341705-1001ONLINE(341705.1)Elektronik Kütüphane