Pseudo-static seismic bearing capacity of shallow strip foundations using the kinematic element method

Dettagli Bibliografici
Autore principale:	Avengoza, Maria Femina O. (Autore)
Altri autori:	Mark Albert H. Zarco (adviser.)
Natura:	Tesi
Lingua:	inglese
Pubblicazione:	Quezon City College of Engineering, University of the Philippines Diliman 2023.
Soggetti:	Bearing capacity. Kinematics. Least squares. Shallow strip foundations. Kinematic element method. Pseudo-static approach. Particle swarm optimization. Levenberg-Marquardt. Non-linear least squares. analysis of bearing capacity.