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

Detalles Bibliográficos
Autor Principal:	Avengoza, Maria Femina O. (Author)
Outros autores:	Mark Albert H. Zarco (adviser.)
Formato:	Thesis
Idioma:	English
Publicado:	Quezon City College of Engineering, University of the Philippines Diliman 2023.
Subjects:	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.