Current position: Home >> Scientific Research >> Paper Publications

Dimensional and orientational analysis of seismic responses of single-column rocking piers under near-fault pulse-like ground motions

Release Time:2024-12-06  Hits:

Date of Publication: 2024-09-03

Journal: SOIL DYNAMICS AND EARTHQUAKE ENGINEERING

Volume: 184

ISSN: 0267-7261

Key Words: ANALYTICAL-MODEL; CANTILEVER STRUCTURE ROCKING

Prev One:System reliability analyses of static and dynamic structures via direct probability integral method

Next One:Neural network-based DPIM for uncertainty quantification of imperfect cylindrical stiffened shells with multiple random parameters