STRUCTURAL PERFORMANCE OF IMPROVED SIMPLIFIED CONNECTION SYSTEM AT PRECAST CONCRETE PILE HEAD UNDER HIGH AXIAL LOAD
نویسندگان
چکیده
منابع مشابه
Performance of the Modified Precast Beam to Column Connection Placed on a Concrete Corbel
Precast concrete structures in Iran are generally designed as continuous columns with hinged beams, thereby making them simple frames. In this system in site show walls in two directions of buildings guaranteed lateral resisting system. However, in order to obtain a seismic resisting frame, the connection between beam and column should be moment resisting and ductile, allowing the formation of ...
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ژورنال
عنوان ژورنال: Journal of Structural and Construction Engineering (Transactions of AIJ)
سال: 2010
ISSN: 1881-8153,1340-4202
DOI: 10.3130/aijs.75.1271