Correlation between strong motion durations and damage measures of concrete gravity dams

The Effect of High-Rise Building Features on Their State under the Horizontal Seismic Loads

“…In [13,14] the systems of high-rise buildings protection from seismic impact are considered. Seismic isolation system and system of seismic dumping are discussed.…”

Seismic Performance Evaluation of Shape Memory Alloy (SMA) Reinforced Concrete Bridge Bents Under Long-Duration Motion

“…An increasing number of experimental and numerical studies conducted on structural response under long-duration motions reflects the increasing attention to this topic. These include experimental investigation of bridge piers (Ou et al, 2014;Mohammed, 2016;Lopez et al, 2020), numerical investigation on concrete frames (Ruiz-Garcia, 2010; Raghunandan and Liel, 2013;Belejo et al, 2017), steel frames (Chandramohan et al, 2016;Barbosa et al, 2017), concrete dams (Zhang et al, 2013;Wang et al, 2015), timber frames (Pan et al, 2018), seismically isolated bridges (Hassan and Billah, 2020), and masonry structures (Bommer et al, 2004). Kempton and Stewart (2006) identified ground motion duration to be a significant parameter for structures susceptible to strength degradation under cyclic loading.…”

Introducing a response-based duration metric and its correlation with structural damages

“…Several investigators have addressed the influence of motion duration on the seismic response of different structures. These studies revealed that seismic responses of the structures under earthquake loadings with deteriorative behaviors, including RC frames (Belejo et al 2017;Hancock and Bommer 2007), concrete dams (Wang et al 2015;Bin Xua et al 2018) and masonry buildings (Bommer et al 2004), are directly influenced by duration of ground motions.…”