It was indicated that distributing the strength according to design eccentricity could reduce the inelastic torsion of asymmetric structures.
分析结果表明：通过设计偏心距对偏心结构进行强度分配，可以控制弹塑性扭转反应并提高结构侧向变形能力。
Investigated are the optimum design parameters of two sets of identical multiple tuned mass dampers (MTMD) for one-story asymmetric structures.
研究了用两组相同的MTMD控制单层非对称结构扭转振动的最优设计参数。
At present, the researches on lateral-torsional coupling of asymmetric structures are not enough, especially the coupling problem considering soil-structure interaction.
目前，国内外对偏心结构地震反应的研究工作还不完善，尤其对考虑地基影响后偏心结构平扭耦联问题涉及更少。
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