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    Dynamic Response of Concrete Frames Including Plain Ductile Cementitious Composites

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 006
    Author:
    Jiangtao Yu;Junhong Ye;Bin Zhao;Shilang Xu;Bin Wang;Kequan Yu
    DOI: doi:10.1061/(ASCE)ST.1943-541X.0002292
    Publisher: American Society of Civil Engineers
    Abstract: Ultrahigh ductile cementitious composites (UHDCC) developed by the authors has the tensile strain capacity up to 10%. Considering UHDCC has deformability close to steel used for the reinforcement of the concrete, the authors tried to study the feasibility of using plain UHDCC in civil engineering construction. In the present study, shaking table tests were conducted on two one-quarter–scale two-story frame models. One was a reference frame made of reinforced concrete (RC), while the other was a frame, of which all the seismic-vulnerable parts were made of plain UHDCC and the rest parts were inherited from the reference RC frame. The RC frame and UHDCC frame were exposed to a series of scaled earthquakes with the peak ground acceleration ranging from 0.105g to 1.178g. The seismic capacities of two frames were evaluated in terms of damage pattern, interstory shear-drift behavior and residual drift. It is indicated that the UHDCC frame had a similar seismic resistance capacity to the reference RC frame and performed even better in vibration control. According to the acquired dynamic characteristics and tensile strain, a preliminarily explanation was given to the seismic performances of the UHDCC frame. Finally, according to the relevant provisions in various seismic codes, the seismic performance level of the UHDCC frame was estimated.
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      Dynamic Response of Concrete Frames Including Plain Ductile Cementitious Composites

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4257213
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    contributor authorJiangtao Yu;Junhong Ye;Bin Zhao;Shilang Xu;Bin Wang;Kequan Yu
    date accessioned2019-06-08T07:25:16Z
    date available2019-06-08T07:25:16Z
    date issued2019
    identifier other%28ASCE%29ST.1943-541X.0002292.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4257213
    description abstractUltrahigh ductile cementitious composites (UHDCC) developed by the authors has the tensile strain capacity up to 10%. Considering UHDCC has deformability close to steel used for the reinforcement of the concrete, the authors tried to study the feasibility of using plain UHDCC in civil engineering construction. In the present study, shaking table tests were conducted on two one-quarter–scale two-story frame models. One was a reference frame made of reinforced concrete (RC), while the other was a frame, of which all the seismic-vulnerable parts were made of plain UHDCC and the rest parts were inherited from the reference RC frame. The RC frame and UHDCC frame were exposed to a series of scaled earthquakes with the peak ground acceleration ranging from 0.105g to 1.178g. The seismic capacities of two frames were evaluated in terms of damage pattern, interstory shear-drift behavior and residual drift. It is indicated that the UHDCC frame had a similar seismic resistance capacity to the reference RC frame and performed even better in vibration control. According to the acquired dynamic characteristics and tensile strain, a preliminarily explanation was given to the seismic performances of the UHDCC frame. Finally, according to the relevant provisions in various seismic codes, the seismic performance level of the UHDCC frame was estimated.
    publisherAmerican Society of Civil Engineers
    titleDynamic Response of Concrete Frames Including Plain Ductile Cementitious Composites
    typeJournal Article
    journal volume145
    journal issue6
    journal titleJournal of Structural Engineering
    identifier doidoi:10.1061/(ASCE)ST.1943-541X.0002292
    page04019042
    treeJournal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 006
    contenttypeFulltext
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