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Seismic response of arch dams considering infinite radiation damping and joint opening effects 被引量:2
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作者 刘新佳 徐艳杰 +1 位作者 王光纶 张楚汉 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2002年第1期65-73,共9页
Effects of two important factors on earthquake response of high arch dams are considered and combined into one program.These tactors are:effects of radiation damping of the infinite canyon and local non-linearity of t... Effects of two important factors on earthquake response of high arch dams are considered and combined into one program.These tactors are:effects of radiation damping of the infinite canyon and local non-linearity of the contraction joint opening between the dam monoliths.For modeling of rock canyon,the discrete parameters are obtained based on a curve fitting, thus allowing the nonlinear dam system to be solved in the time domain.The earthquake uniform tree-field input at the dam-canyon interface is used.An engineering example is given to demonstrate the significant effects of the radiation damping on the structure response. 展开更多
关键词 arch dams dam-canyon interaction radiation damping joint opening ocal nonlinearity
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