Foundation By Socket
Mostrando 1-4 de 4 artigos, teses e dissertações.
-
1. Analysis of two pile caps reinforced concrete with embedded socket by presence of locking beam / Análise de blocos de concreto armado sobre duas estacas com cálice totalmente embutido mediante presença de viga de travamento
Esta pesquisa estuda o comportamento de blocos de concreto armado sobre duas estacas com cálice totalmente embutido, utilizado na ligação pilar-fundação de estruturas de concreto pré-moldado. Particularmente, foi avaliado o efeito que a viga de travamento provoca no bloco quando apoiada nas paredes laterais do cálice. Foi desenvolvida análise numéri
Publicado em: 2009
-
2. Análise experimental de bloco de fundação sobre duas estacas, sob carga centrada, para estruturas pré-fabricadas
This work analyses and discusses the pile caps behavior for concrete precast structures on two piles submitted to the action of centered force. As column-foundation connection, rough interface foundation socket was used. The strut-and-tie model is used to shape the effort transmission from the column to the pile-caps, confirmed by the experimental analyses.
Publicado em: 2008
-
3. Análise da base de pilares pré-moldados na ligação com cálice de fundação / Analysis of the precast concrete column base in the connection socket
The study presents the analysis of precast concrete column base in the connection socket. This research follows previous studies on this connection type. The research aim to fill out the lack of information about column base in the embedded length, because almost do not exist recommendations about this subject. An experimental investigation was developed wit
Publicado em: 2006
-
4. Estudo teórico-experimental da ligação pilar-fundação por meio de cálice em estruturas de concreto pré-moldado / Theoretical-experimental analysis of column-foundation connection through socket of precast concrete structures
This research presents a theoretical-experimental analysis of column-foundation connection through socket of precast concrete structures, with emphasis in pedestal walls. The experimental program included five models submitted to normal load with large eccentricity, changing the type and the condition of interface: three models had smooth interface and two m
Publicado em: 2004