COMPARISON BETWEEN THE SEISMIC RESPONSE AND FREE VIBRATION OF A UNIFORM SHEAR-BEAM MODEL ALLOWED TO UPLIFT BASED ON A PIECEWISE-LINEAR MODAL ANALYSIS METHOD
COMPARISON BETWEEN THE SEISMIC RESPONSE AND FREE VIBRATION OF A UNIFORM SHEAR-BEAM MODEL ALLOWED TO UPLIFT BASED ON A PIECEWISE-LINEAR MODAL ANALYSIS METHOD
复制标题
基于分段线性模态分析方法的均匀抬升剪力梁模型地震响应与自由振动对比
DOI：
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发表时间：
2018
期刊：
影响因子：
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通讯作者：
Mitsumasa MIDORIKAWA
中科院分区：
文献类型：
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作者：
Tadashi ISHIHARA;Tatsuya AZUHATA;Hisatoshi KASHIWA;Mitsumasa MIDORIKAWA
