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    Experimental Study on Seismic Performance of RC Composite Core Walls with Steel Tube-Reinforced Concrete Columns and Concealed Steel Trusses under Eccentric Horizontal Loading

    New search for: Dong, Hong Ying
    New search for: Cao, Wan Lin
    New search for: Zhang, Jian Wei

    Two 1/6 scale core walls, including one RC core wall with steel tube-reinforced concrete columns and concealed steel trusses and one conventional RC core wall, were tested under eccentric horizontal cyclic loading. The load-capacity, ductility, hysteresis characteristics, stiffness, stiffness deterioration process, energy dissipation and damage characteristics of the two specimens were compared and discussed in this paper. It shows that the seismic performance of the RC core walls under combined action could be improved by setting the concealed steel trusses in the walls and using the steel tube-reinforced concrete columns as the boundary elements.

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    Experimental Study on Seismic Performance of RC Composite Core Walls with Steel Tube-Reinforced Concrete Columns and Concealed Steel Trusses under Eccentric Horizontal Loading

    New search for: Dong, Hong Ying
    New search for: Cao, Wan Lin
    New search for: Zhang, Jian Wei

    Two 1/6 scale core walls, including one RC core wall with steel tube-reinforced concrete columns and concealed steel trusses and one conventional RC core wall, were tested under eccentric horizontal cyclic loading. The load-capacity, ductility, hysteresis characteristics, stiffness, stiffness deterioration process, energy dissipation and damage characteristics of the two specimens were compared and discussed in this paper. It shows that the seismic performance of the RC core walls under combined action could be improved by setting the concealed steel trusses in the walls and using the steel tube-reinforced concrete columns as the boundary elements.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Experimental Study on Seismic Performance of RC Composite Core Walls with Steel Tube-Reinforced Concrete Columns and Concealed Steel Trusses under Eccentric Horizontal Loading

    New search for: Dong, Hong Ying
    New search for: Cao, Wan Lin
    New search for: Zhang, Jian Wei

    Two 1/6 scale core walls, including one RC core wall with steel tube-reinforced concrete columns and concealed steel trusses and one conventional RC core wall, were tested under eccentric horizontal cyclic loading. The load-capacity, ductility, hysteresis characteristics, stiffness, stiffness deterioration process, energy dissipation and damage characteristics of the two specimens were compared and discussed in this paper. It shows that the seismic performance of the RC core walls under combined action could be improved by setting the concealed steel trusses in the walls and using the steel tube-reinforced concrete columns as the boundary elements.

    Access

    Check access
    Check availability in my library
    Order at Subito €

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    Document information
    Title:

    Experimental Study on Seismic Performance of RC Composite Core Walls with Steel Tube-Reinforced Concrete Columns and Concealed Steel Trusses under Eccentric Horizontal Loading

    Contributors:

    Dong, Hong Ying / Cao, Wan Lin / Zhang, Jian Wei

    Published in:

    Advanced Materials Research ; 163-167 ; 2267-2273

    Publication date:

    2010-12-06

    Size:

    7 pages

    ISSN:

    1662-8985 , 1022-6680

    DOI:

    https://doi.org/10.4028/www.scientific.net/AMR.163-167.2267

    Type of media:

    Article (Journal)

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    Seismic Performance , Steel Truss , Steel Tube-Reinforced Concrete Column , Core Walls , Reinforced Concrete (RC)

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