Simplified lateral analysis of deep foundation supported bridge bents: Driven pile case studies

A simplified approach for modeling soil and foundation system supported bridge bents is applied to three bridges that represent three pile types and three superstructures. This point-of-fixity approach is applied by modeling the bridge bent substructure as an elastic frame. The models are compared w...

• Autor principal: Kowalsky, M. (author)
• Outros Autores: Suarez Chacon, V. (author), Robinson, B. (author), Gabr, M. (author)
• Formato: article
• Publicado em: 2017
• Assuntos: bridges; design; finite elements; fixity; lateral; load; model verification; numerical; piles; rotation
• Acesso em linha: http://dx.doi.org/10.1061/(ASCE)BE.1943-5592.0000182; http://dspace.utpl.edu.ec/handle/123456789/19219