A new viscous damping formulation for 1D linear site response analysis
HM Nghiem, NY Chang - Soil Dynamics and Earthquake Engineering, 2019 - Elsevier
This paper presents a new formulation for a modal damping ratio implemented at small
strains in the time domain analysis of the 1D linear site response. The proposed formulation …
strains in the time domain analysis of the 1D linear site response. The proposed formulation …
[PDF][PDF] Steel sheet-pile quay-walls: seismic analysis
The paper investigates the performance of a typical anchored steel sheet-pile (SSP) quay-
wall against seismic motions of various intensities. The SSP wall has a “free” height of 18 m …
wall against seismic motions of various intensities. The SSP wall has a “free” height of 18 m …
[PDF][PDF] Seismic Response of Structure under Nonlinear Soil-Structure Interaction Effect
N Prok, Y Kai - sci-en-tech.com
Seismic response of structure under soil-structure interaction effect (SSI) is an impressive
subject in earthquake engineering domain. Many analytical models and methods have been …
subject in earthquake engineering domain. Many analytical models and methods have been …