AN EXPERIMENTAL STUDY ON FRACTURE BEHAVIOR OF HAUNCHED AND NON-UNIFORM SECTION BEAM TO RECTANGULAR HOLLOW SECTION COLUMN CONNECTIONS
نویسندگان
چکیده
منابع مشابه
Seismic behavior of drilled beam section in moment connections
Abstract: Reduced Beam Section (RBS) and Drilled Beam Section (DBS) are seismic moment resistant frame connections, introduced after 1994 Northridge earthquake. RBS connection has been tested under cyclic loading and showed acceptable performance. In this paper, seismic behavior of Drilled Beam Section (DBS) connection is studied numerically using finite element method. A drilled beam section ...
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ژورنال
عنوان ژورنال: Journal of Structural and Construction Engineering (Transactions of AIJ)
سال: 2002
ISSN: 1340-4202,1881-8153
DOI: 10.3130/aijs.67.141_2