The primary objective of this research is to analyze the seismic behavior of caisson-type
quay walls rested on a dense seabed soil layer and retained an improved backfill soil. For …

The main objective of the present numerical study is to investigate the seismic vulnerability
of the caisson-type gravity quay walls with improved backfill soil located on a non-liquefiable …

This paper focuses on the seismic response of gravity walls with small to medium cohesive
(ie, dirty sand) backfills and compares the results with that of the cantilever walls using finite …

This paper evaluates the" Response Modification"," Reduction due to ductility" and" Over-
strength" factors for steel frames with" Linked Columns Frame" as dual systems. Since, LCF …

One of the simplified methods, which is progressing and completing every day, is a
nonlinear static analysis that can directly evaluate the performance of a structure in any limit …