Influence of Beam-to-Column Linear Stiffness Ratio on Failure Mechanism of Reinforced Concrete Moment-Resisting Frame Structures

Influence of Beam-to-Column Linear Stiffness Ratio on Failure Mechanism of Reinforced Concrete Moment-Resisting Frame Structures

The design philosophy of a strong-column weak-beam (SCWB), commonly used in seismic design codes for reinforced concrete (RC) moment-resisting frame structures, permits plastic deformation in beams while keeping columns elastic. SCWB frames are designed according to beam-to-column flexural capacity...

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Bibliographic Details
Main Authors:	Jizhi Su, Boquan Liu, Guohua Xing, Yudong Ma, Jiao Huang
Format:	Article
Language:	English
Published:	Wiley 2020-01-01
Series:	Advances in Civil Engineering
Online Access:	http://dx.doi.org/10.1155/2020/9216798
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