Modal-Based Ground Motion Selection Method for the Nonlinear Response Time History Analysis of Reinforced Concrete Shear Wall Structures

Modal-Based Ground Motion Selection Method for the Nonlinear Response Time History Analysis of Reinforced Concrete Shear Wall Structures

This paper presents a modification of the modal-based ground motion selection (MGMS) method for improving the reliability of the nonlinear response time history analysis (NLRHA) of reinforced concrete (RC) shear wall structures. The original MGMS procedure quantified the impact of frequency content...

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Bibliographic Details
Main Author:	Yang Liu
Format:	Article
Language:	English
Published:	MDPI AG 2021-09-01
Series:	Applied Sciences
Subjects:	nonlinear response time history analysis reinforced concrete shear wall structure modal-based ground motion selection frequency contents combination in the time domain dominated mode
Online Access:	https://www.mdpi.com/2076-3417/11/17/8230

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