Damage-Based Design Earthquake Loads for Single-Degree-Of-Freedom Inelastic Structures
Author:
Affiliation:
1. Department of Civil Engineering, School of Engineering, Nagasaki Univ., Nagasaki 852-8521, Japan, and Dept. of Civil Engineering, Faculty of Engineering, Minia Univ., Minia 61111, Egypt (corresponding author).
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000074
Reference61 articles.
1. Critical seismic load inputs for simple inelastic structures
2. Investigations into critical earthquake load models within deterministic and probabilistic frameworks
3. Reliability-based critical earthquake load models. Part 2: nonlinear structures
4. Reliability-based vector nonstationary random critical earthquake excitations for parametrically excited systems
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