梁柱退化和剪力比对自定心BRB双重体系抗震性能的影响
The effect of beam-column degradation and shear ratio on seismic performance of self-centering BRB dual systems
自定心 / 梁柱退化 / 剪力比 / 双重体系 / 抗震性能 {{custom_keyword}} /
self-centering / beam-column degradation / shear ratio / dual system / seismic performance {{custom_keyword}} /
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