Three-dimensional nonlinear time-history analysis of two-storey concrete wall-type structure

Three-dimensional nonlinear time-history analysis of two-storey concrete wall-type structure

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A two-storey concrete wall-type structure is analyzed using three-dimensional nonlinear time-history analysis. Ground acceleration records of the magnitude 7.2 Kobe earthquake are used to simulate a scenario earthquake from the 67km West Valley fault in Metro Manila. Ansys software is used in the an...

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Bibliographic Details
Published in:Philippine Engineering Journal 33, 2 (3 copies) (2012(D)).
Main Author: Germar, Fernando J.
Other Authors: Pacheco, Benito M.
Format: Article
Language:English
Subjects:
Nonlinear time-history analysis.
Concrete.
Wall-type Structure.
Ground acceleration.
Online Access:Also available online for University of the Philippines Diliman. Click here