Random Vibrations of Structures Under Parametric and Non-Parametric Earthquake Loads

The primary objective of the present study is to assess the effects of gravity force and vertical component of earthquake acceleration on the seismic response of structures. These effects have not been adequately investigated previously, especially from the point of view of random vibration. The secondary objective is to demonstrate the versatility of the mathematical theory of the Markov random process in structural dynamics applications.

Name thesis:degree_name

Ph.D.

Level thesis:degree_level

Dissertation

Discipline thesis:degree_discipline

Aeronautical and Astronautical Engineering

Grantor

University of Illinois at Urbana-Champaign

Year dc:date

2014

Author dc:creator

• Shih, Teng-Yuan

• Engineering, Aerospace

Language dc:language

eng

Identifier

(UMI)AAI8108658

OAI identifier oai:identifier

oai:www.ideals.illinois.edu:2142/67475