Theoretical study on dynamic response stability of reinforced concrete structures with a negative skeleton curve gradient under steady-state oscillation-Reference-Cited by-同舟云学术

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Theoretical study on dynamic response stability of reinforced concrete structures with a negative skeleton curve gradient under steady-state oscillation

Published:2024-06 Issue: Volume:162 Page:104714
ISSN:0020-7462
Container-title:International Journal of Non-Linear Mechanics
language:en
Short-container-title:International Journal of Non-Linear Mechanics

Author:

Uemura Keita^ORCID,Watanabe Kosuke,Takahashi Yoshikazu

Funder

Japan Society for the Promotion of Science

Publisher

Elsevier BV

Reference38 articles.

1. Flexural strengthening of reinforced concrete columns with near-surface-mounted FRP or stainless steel;Bournas;ACI Struct. J.,2009

2. Behavior of reinforced concrete columns confined by new steel-jacketing method;Choi;ACI Struct. J.,2010

3. Cyclic behavior of UHPFRC flexural members reinforced with high-strength steel rebar;Hung;Eng. Struct.,2016

4. Effectiveness of high-strength hoops in high-strength flexural members;Wibowo;ACI Struct. J.,2017

5. Flexural behavior of reinforced concrete columns with supplementary V-shaped ties;Yang;ACI Struct. J.,2017

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