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- W2360800389 abstract "The shear wall structure with composite reinfoced concrete wall is an important system in prefabricated concrete structures,the design of which differs from cast-in-situ reinforced concrete wall.In this paper,the author gives analysis about some mid-rise experiments in document[3],which include composite reinfoced concrete walls with two types of reinfocement and cast-in-situ reinforced concrete wall.based on some research.It includes the stiffness and its attenuation,bearing capacity,ductility,hysteretic property,energy dissipation and synchronous behaviors between precast concrete form and cast-in-situ reinforced concrete wall.In this paper,the author introduces a method that consider the precast concrete form as a load while calculating the structure bearing capacity.However,the precast concrete form was considered as a member of structure when calculating the stiffness of structure.The author also states that the type of separate reinforcement in precast form and cast-in-situ reinforced concrete wall is a better choice." @default.
- W2360800389 created "2016-06-24" @default.
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- W2360800389 date "2010-01-01" @default.
- W2360800389 modified "2023-09-25" @default.
- W2360800389 title "Analysis of Experiment for Bearing Capacity of Composite Reinforced Concrete Wall" @default.
- W2360800389 hasPublicationYear "2010" @default.
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