Dynamic response of a group of flexible foundations to incident seismic waves

1998 ◽  
Vol 17 (2) ◽  
pp. 127-137 ◽  
Author(s):  
L.G. Tham ◽  
J. Qian ◽  
Y.K. Cheung
Keyword(s):  
Dynamic Response ◽  
Seismic Waves ◽  
Flexible Foundations

scholarly journals Dynamic response of twin lined shells due to incident seismic waves

2014 ◽  
Vol 9 (2) ◽  
pp. 183-193 ◽  
Author(s):  
J. P. Dwivedi ◽  
V. P. Singh ◽  
Radha Krishna Lal
Keyword(s):  
Dynamic Response ◽  
Seismic Waves

scholarly journals Effects of Three-Directional Seismic Wave on Dynamic Response and Failure Behavior of High-Steep Rock Slide

2021 ◽  
Vol 12 (1) ◽  
pp. 20
Author(s):  
Ziwei Ge ◽  
Hongyan Liu
Keyword(s):  
Dynamic Response ◽  
Seismic Wave ◽  
Seismic Waves ◽  
Vertical Direction ◽  
Failure Behavior ◽  
Rock Slide ◽  
Different Types ◽  
Process Failure ◽  
Directional Wave ◽  
East West

The landslide triggered by earthquakes can cause severe infrastructure losses or even fatalities. The high-steep rock slide is the most common type of landslide in the earthquake area. In an earthquake, the ground moves randomly in all directions, two horizontal directions (East-West (EW) direction, North-South (NS) direction) and one vertical direction (Up-Down (UD) direction). Even though extensive studies have been carried out on the earthquake-triggered landslide, the effects of each single seismic wave and the three-directional seismic waves are not considered. This study aims to evaluate the effects of different types of the seismic waves on the dynamic response and failure behavior of the high-steep rock slide. To investigate the effects of each single seismic wave and three-directional seismic wave, this study presents a numerical model with four types of seismic waves, e.g., East-West (EW) direction, North-South (NS) direction, Up-Down (UD) direction, and three-directional wave (EW_NS_UD). The numerical results revealed that the types of the seismic waves have significantly different effects on the dynamic process, failure behavior, run-out distance, velocity, and deposition of the high-steep rock slide.

Relevance of the incidence angle of the seismic waves on the dynamic response of arch dams

2016 ◽  
Vol 90 ◽  
pp. 442-453 ◽  
Author(s):  
F. García ◽  
J.J. Aznárez ◽  
L.A. Padrón ◽  
O. Maeso
Keyword(s):  
Dynamic Response ◽  
Seismic Waves ◽  
Incidence Angle ◽  
Arch Dams

The Analysis on Rigid Core Pile Composite Foundation Dynamic

2014 ◽  
Vol 638-640 ◽  
pp. 601-604
Author(s):  
Wei Yu Wang
Keyword(s):  
Dynamic Response ◽  
Field Test ◽  
Dynamic Characteristics ◽  
Seismic Waves ◽  
Peak Velocity ◽  
Composite Foundation ◽  
Test Results ◽  
Peak Acceleration ◽  
Rigid Core ◽  
Load Peak

Through studying the field test results of rigid core pile composite foundation, Analyzing dynamic characteristics and dynamic response from peak acceleration and frequency duration, peak velocity and seismic waves. The following conclusion were got: Along with the rising of the upper load, peak acceleration of rigid core pile decrease, The frequency of Rigid core pile was between 6Hz-44Hz, Peak rate in the bottom of core pile have obvious change.

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