A consistent seismic hazard and fragility framework considering combined capacity-demand
uncertainties is proposed, in light of the probability density evolution method (PDEM). The …

A probabilistic assessment is performed using different seismic fragility analysis approaches
for structures under non-stationary stochastic ground motions. Four commonly used …

In practical geotechnical engineering of slopes, it is well-known that the uncertainty of soil
properties and ground motions need to be considered for the safety of the project. The effect …

Many high concrete face rockfill dams (CFRDs) have been constructed in earthquake-prone
areas in recent years, and it is essential to evaluate the seismic safety performance of these …

In conjunction with the formulation of random functions, a family of renewed spectral
representation schemes is proposed. The selected random function serves as a random …

The multiple uncertainties of soil properties and ground motions significantly affect the
seismic response of high concrete face rockfill dams (CFRDs). Three types of randomness …

Many high concrete-faced rockfill dams (CFRDs) are located in areas with high earthquake
intensity where the ground motions are characterized by randomness; consequently, it is …

The earthquake-resilient design of a reinforced concrete framed building is presented in this
paper as a case study. A non-conventional application of the base isolation in conjunction …

For performance‐based design, nonlinear dynamic structural analysis using various types of
input ground motions is required. Stochastic (simulated) ground motions are sometimes …

Seismic retrofitting is a hot issue in the field of earthquake engineering, and the externally-
attached substructure approach is a well-known solution due to its no-disturbing …