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《Sichuan Building Science》 2013-01
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Research on the elastic seismic responses of overlong RC framed sidesway considering traveling wave effect

WANG Chuang,ZHANG Xinpei,GAO Shaobo,JING Yanmei(College of Architecture and Environment,Sichuan University,Chengdu 610065,China)  
As researches on traveling wave effect on overlong concrete structures are lacking,with three seismic waves,the general-used finite element software Midas/Gen for architectural structure and the methods of uniform excitation and non-uniform excitation are applied to analyze time-history responses of three-storey reinforced concrete structures with 33~264-meter in length.Based on the contrast between the sidesway values in uniform excitation and those in non-uniform excitation,the relationships between sidesway and wave velocity,sidesway and structure length,sidesway and position are discussed in details.The results show that: the traveling wave effect on sidesway is mainly on the first floor,especially at the tips;the longer the structure is,the more prominent the traveling wave effect will be;the greater the wave velocity is,the more prominent the traveling wave effect will be.
【CateGory Index】: TU375.4;TU311.3
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