In the present study, attempts are made to develop the relationships for estimating the
optimum hunch angle of a hunchbacked block-type quay wall, which is one of the most …

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 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 …