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《中国高等学校学术文摘·建筑与土木工程》
>Enhanced empirical models for predicting the drift capacity of less ductile RC columns with flexural, shear, or axial failure modes
Enhanced empirical models for predicting the drift capacity of less ductile RC columns with flexural, shear, or axial failure modes
Unit of Strength of Materials and Structural Analysis Institute of Basic Sciences in Engineering Sciences University of Innsbruck Innsbruck 6020 Austria;
ISISE Department of Civil Engineering University of Minho Guimar(a)es 4800-058 Portugal;