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《Sichuan Building Science》 2013-05
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Study on flexural capacity of the node normal section surrounded by steel cover plates in a new tpye precast-monolithic reinforced concrete structure

XU Mingtang;LI Qingning;JIANG Weishan;Civil Engineering Institute,Xi'an University of Architecture and Technology;  
In the prefabricated structure,the nodes were in the complex force condition and its always were the weak part.Therefore,the new connection,the connections were surrounded by steel cover plates,was taken the monotonous repeated loading test experiment and the results were compared with the cast-in-situ component in the area of carrying capacity,deformation capacity,ductility and deformation properties.The failure mechanism and working performance of the normal section was also analyzed.finally,the best configuration was given by changing certern parameters of the nodes which sourrounded by steel cover plates in order to prove certern evidence for its design in the engineering.
【CateGory Index】: TU375
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