Behavior of the high ductility aseismic joint spliced pile subjected to cyclic loads
In. Hamada, M, ed; O'Rourke, T, ed. Proceedings from the Sixth Japan-U.S. Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures Against Soil Liquefaction. Buffalo, NY, U.S. National Center for Earthquake Engineering Research, Sep. 1996. p.669-77, ilus.
Monografia
em En
| Desastres
| ID: des-9726
Biblioteca responsável:
CR3.1
Localização: CR3.1; DES
ABSTRACT
In this paper, the mechanism of HDAJ and the details of experiments are explained. In addition, based on the experiment results, comparison and examination on behavior between the traditional pile and the HDAJ spliced pile subjected to cyclic loads are perfomed.(AU)
Coleções:
Bases de dados temática
Base de dados:
Desastres
Assunto principal:
Mecânica dos Solos
/
Engenharia
/
Terremotos
Idioma:
Inglês
Ano de publicação:
1996
Tipo de documento:
Congresso e conferência
/
Monografia
