Both the real and spectrum-compatible seismic waves are widely used as input loads in the
seismic assessment of critical structures in engineering applications, which are also allowed …

This paper presents a theoretical nonstationary stochastic analysis scheme using pseudo-
excitation method (PEM) for seismic analysis of long-span structures under tridirectional …

Abstract The Hybrid Cable-Supported Bridge System (HCSBS), renowned for its exceptional
spanning capabilities, has become a coveted design for sea-crossing structures. Its appeal …

When the response of a structure is influenced significantly by multiple vibration modes, the
seismic demands determined by response history analyses with ground motions selected to …

This paper presents a comprehensive theoretical analysis of a concrete-filled steel tubular
(CFST) arch bridge under tridirectional spatial seismic motions using the pseudo-excitation …

Seismic risk analysis and mitigation of spatially extended structures require the synthesis of
spatially varying ground motions in the response history analysis of these structures. These …

During an earthquake, the amplitudes of seismic wave may amplify significantly as it
propagates through the soil layers near the ground surface. Analysis of site amplification …

The seismic response of ocean structures would be overestimated if the ground motions
recorded at land stations are used without corrections. Considering the effect of soft soil …

In the complex medium system of the sea area, the overlying seawater and the surface soft
soil have a significant impact on the seafloor ground motion, which brings great seismic risk …

The existence of local soft interlayer can significantly amplify or attenuate the ground motion
and thus might influence the lagged spatial coherency between spatially varying earthquake …