正文
《结构与土木工程前沿(英文)》 >> 2019年 第13卷 第5期 doi: 10.1007/s11709-019-0554-2
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, Guimarães 4800-058, Portugal
摘要
关键词
flexural-shear-axial failure ; drift capacity ; reinforced concrete columns ; statistical analysis ; fragility curves
正文