Closed-Form Solutions for the Response of Linear Systems to Fully Nonstationary Earthquake Excitation
Author:
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%281998%29124%3A6%28684%29
Reference23 articles.
1. Classical Normal Modes in Damped Linear Dynamic Systems
2. An explicit closed-form solution for linear systems subjected to nonstationary random excitation
3. Fully Nonstationary Analytical Earthquake Ground-Motion Model
4. DebChaudhury A. and Gasparini D. A. (1980). “State space random vibration theory.” Res. Rep. ENG 77-19364 Dept. of Civ. Engrg. Case Inst. of Technol. Cleveland OH.
5. Structural Response to Stationary Excitation
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