Seismic Response of Prestressed Self-Centering Moment-Resisting Frames

Seismic Response of Prestressed Self-Centering Moment-Resisting Frames

This paper aims to examine the seismic response of prestressed self-centering moment-resisting frames (PSC-MRFs) based on concrete-filled double steel tubular (CFDST) columns and RC beams. The beam of this novel connection is divided into two parts, connected by bolts and tendons, and the beam inclu...

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Bibliographic Details
Main Authors: Xueyuan Yan, Shen Shi, Huimin Mao, Zhongnan Lin
Format: Article
Language:English
Published: MDPI AG 2024-11-01
Series:Buildings
Subjects:
CFDST columns
prestress
self-centering
hysteretic energy dissipation
dynamic response
gap opening
Online Access:https://www.mdpi.com/2075-5309/14/12/3811
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