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  5. Dynamic Response of RPC-Filled Steel Tubular Columns with High Load Carrying Capacity Under Axial Im

Dynamic Response of RPC-Filled Steel Tubular Columns with High Load Carrying Capacity Under Axial Im

来源 :天津大学学报（英文版） | 被引量 : 0次 | 上传用户：zanyunfeng
【摘 要】
：
Experimental investigation into impact-resistant behavior of reactive powder concrete (RPC)-filled steel tubular columns was conducted, and dynamic response of
【作 者】
：
TIAN Zhimin WU Ping'an JIA Ji 
【机 构】
：
Beijing Canbao Institute of Architectural Design,Institute of Engineering Mechanics
【出 处】
：
天津大学学报（英文版）
【发表日期】
：
2004年期
【关键词】
：
RPC-filled steel tubular column impact test numerical simulation impact properti 
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Experimental investigation into impact-resistant behavior of reactive powder concrete (RPC)-filled steel tubular columns was conducted, and dynamic response of the columns under axial impact loading was studied by means of numerical simulation method.Increase coefficient of load carrying capacity and ratio of load carrying capacity between steel tube and RPC core of columns were obtained.
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