ANALYSIS OF FRAME OF REINFORCED CONCRETE WALLS AFTER CRACKS
نویسندگان
چکیده
منابع مشابه
Effect of Steel Confinement on Behavior of Reinforced Concrete Frame
The strength and ductility of concrete improve under multi-axial compressive stress due to confinement effect. Some parameters are effective for considering the confinement in concrete and various stress-strain models were developed by different researchers. Longitudinal and transverse reinforcement steels can influence on confinement in reinforced concrete members. In this paper, various stres...
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Based on the experimental study for seismic performance of FRP reinforced concrete beam-column joints, two-storey two-span plane frames were taken for examples, in which the static elastoplastic analysis (the pushover method) was carried on the joints of the FRP strengthened concrete frames, and then the comparative analysis was made on seismic performance of RFP strengthened frame structure th...
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Experimental Study on Seismic Performance of Reinforced Concrete Frame Columns Supported with Post-build Wing Walls
Abstract: Six specimens of concrete frame columns reinforced by post-build wing walls on the opposite faces were designed and fabricated to investigate their seismic performance. Axial compression ratio was considered as the critical factor and divided into 0.31, 0.36, and 0.40 before reinforcement. HRB400 steel grade was used to the longitudinal bar and the ratio of longitudinal reinforcement ...
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ژورنال
عنوان ژورنال: Transactions of the Architectural Institute of Japan
سال: 1973
ISSN: 0387-1185,2433-0027
DOI: 10.3130/aijsaxx.203.0_29