Errors caused by peak factor assumptions in response-spectrum-based analyses

Author:

Menun Charles1,Reyes Juan C.2,Chopra Anil K.3

Affiliation:

1. Menun Risk Consulting Services Inc.; Saskatchewan S9H 5E3 Canada

2. Civil and Environmental Engineering; Universidad de los Andes; Bogotá Colombia

3. Civil and Environmental Engineering; University of California; Berkeley California

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference17 articles.

1. Rosenblueth E A basis for aseismic design University of Illinois Urbana, IL 1951

2. Rosenblueth E Elorduy J Responses of linear systems to certain transient disturbances th Santiago, Chile 1961 1 185 196

3. A response spectrum method for random vibration analysis of MDF systems;Der Kiureghian;Earthquake Engineering and Structural Dynamics,1981

4. CQC modal combination rule for high-frequency modes;Der Kiureghian;Earthquake Engineering and Structural Dynamics,1993

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1. Response spectrum method for fatigue damage assessment of mechanical systems;International Journal of Fatigue;2023-01

2. Peak Factor–Based Modal Combination Rule of Response-Spectrum Method for Peak Floor Accelerations;Journal of Structural Engineering;2021-07

3. Modal combination rules in response spectrum analysis: Early history;Earthquake Engineering & Structural Dynamics;2020-09-15

4. Normal-Mode Approach in Random Vibrations;Dramatic Effect of Cross-Correlations in Random Vibrations of Discrete Systems, Beams, Plates, and Shells;2020

5. Response spectrum analysis of frame structures: reliability-based comparison between complete quadratic combination and damping-adjusted combination;Bulletin of Earthquake Engineering;2019-01-21

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