Damaging properties of ground motions and prediction of maximum response of structures based on momentary energy response

Earthquake Engineering and Structural Dynamics

Volumn 31, Issue 9, 2002, Pages 1657-1679

  Hori, Norio ^a   Inoue, Norio ^a  

^a TOHOKU UNIVERSITY   (Japan)

Author keywords

Damaging properties of ground motions; Dissipated hysteretic energy; Energy response; Momentary input energy; Prediction of maximum response; Pseudodynamic loading test

Indexed keywords

DAMPING; ENERGY DISSIPATION;

GROUND MOTIONS;

EARTHQUAKES;

DYNAMIC RESPONSE; ENERGY DISSIPATION; GROUND MOTION; HYSTERESIS; STRUCTURAL RESPONSE;

EID: 0036716616     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/eqe.183     Document Type: Article

References (14)

1. Seismic design based on ductility and cumulative damage demands and capacities
2. Equivalent ductility factors, taking into account low-cycle fatigue
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6. Energy input rate spectra of earthquake ground motions
7. Fundamental study on the development of seismic design based on energy concept
8. Evaluation of damaging properties of ground motions and estimation of maximum displacement based on momentary input energy
9. Correlation of nonlinear displacement responses with basic characteristics of earthquake motion
10. Damaging properties of ground motions and response behavior of structures based on momentary energy response
11. Shaking table tests of reinforced concrete columns subjected to simulated input motions with different time duration