To analyze tall structures with aseismic optimal, we present a mutual affection analysis of tall structures with variable stiffness.
为了对高层建筑结构进行抗震优化分析，提出考虑变刚度的高层建筑结构空间协同分析简化方法。
To analyze tall structures with aseismic optimal, we present a mutual affection analysis of tall structures with variable stiffness.
为了对高层建筑结构进行抗震优化分析，提出考虑变刚度的高层建筑结构空间协同分析简化方法。
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