STRUCTURAL PERFORMANCE OF PRECAST CONCRETE BEAM-COLUMN JOINTS USING DFRCC IN PANEL
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: AIJ Journal of Technology and Design
سال: 2016
ISSN: 1341-9463,1881-8188
DOI: 10.3130/aijt.22.109