Earthquakes are very strong oscillations of the ground that cause foundation movements of the building. Therefore, the ground movements during an earthquake is one of important factors affecting the structures of buildings that are subjected to earthquake loads. Among various indices of earthquake ground motion, the maximum amplitude, the duration of strong motion and the frequency of oscillation play important roles in earthquake resistant design of buildings. In this paper, the author applies the time-history method to evaluating the responses of characteristics of ground motion to building structures. The earthquakes with different amplitudes and durations of strong motion are surveyed
Simulated ground motions can be used in structural and earthquake engineering practice as an alterna...
International audienceThe analysis of strong and weak motion recordings in existing structures is cr...
This paper presents the case for the significant elongation of the period of vibration of reinforced...
Steel Strong ground motion duration of earthquake input has profound effect on seismic behavior and ...
The proper collection of seismic design forces for the architecture needs the specification of th...
Earthquake is the phenomena with very strong oscillations that cause the movement of foundations in ...
Estimation of the dynamic characteristics of buildings is a key issue in seismic design technology. ...
The characteristics of vibration of a building which rests on a soft ground such as clay, were inves...
Earthquake causes damage to living things particularly people and harms the fabricated and common ha...
We investigated the 2004 Niigata-Chuetsu earthquake, where we have both strong ground motion records...
This paper presents an analytical study evaluating the influence of ground motion duration on struct...
This paper investigates the effect of earthquake ground motion duration on the seismic response of a...
Damage status of RC buildings is greatly influenced by the characteristics of the imposed ground mot...
The most important dynamic characteristics of earthquake are peak ground acceleration (PGA), frequen...
Structural dynamic is a mandatory graduate level course for structural engineering student all aroun...
Simulated ground motions can be used in structural and earthquake engineering practice as an alterna...
International audienceThe analysis of strong and weak motion recordings in existing structures is cr...
This paper presents the case for the significant elongation of the period of vibration of reinforced...
Steel Strong ground motion duration of earthquake input has profound effect on seismic behavior and ...
The proper collection of seismic design forces for the architecture needs the specification of th...
Earthquake is the phenomena with very strong oscillations that cause the movement of foundations in ...
Estimation of the dynamic characteristics of buildings is a key issue in seismic design technology. ...
The characteristics of vibration of a building which rests on a soft ground such as clay, were inves...
Earthquake causes damage to living things particularly people and harms the fabricated and common ha...
We investigated the 2004 Niigata-Chuetsu earthquake, where we have both strong ground motion records...
This paper presents an analytical study evaluating the influence of ground motion duration on struct...
This paper investigates the effect of earthquake ground motion duration on the seismic response of a...
Damage status of RC buildings is greatly influenced by the characteristics of the imposed ground mot...
The most important dynamic characteristics of earthquake are peak ground acceleration (PGA), frequen...
Structural dynamic is a mandatory graduate level course for structural engineering student all aroun...
Simulated ground motions can be used in structural and earthquake engineering practice as an alterna...
International audienceThe analysis of strong and weak motion recordings in existing structures is cr...
This paper presents the case for the significant elongation of the period of vibration of reinforced...