Seismic Behavior of Circular Concrete Columns Reinforced by Low Bond Ultrahigh Strength Rebars-Reference-Cited by-同舟云学术

Seismic Behavior of Circular Concrete Columns Reinforced by Low Bond Ultrahigh Strength Rebars

Published:2023-09 Issue:9 Volume:149 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Sun Y. P.¹,Cai G. C.²^ORCID

Affiliation:

1. Full Professor, Dept. of Architecture, Graduate School of Engineering, Kobe Univ., 1-1 Rokkodaicho, Nada, Kobe, Hyōgo Prefecture 657-0013, Japan.

2. Associate Professor, International Advanced Science and Technology Research Organization (IROAST), Kumamoto Univ., Kumamoto 860-8555, Japan; Adjunct Professor, Ecole Centrale de Lyon, CNRS, École Nationale d’Ingénieurs de Saint-Etienne (ENISE), ENTPE, Laboratoire de Tribologie et de Dynamique des Systèmes (LTDS), Univ. Lyon, UMR 5513, 58 Rue Jean Parot, 42023 Saint-Etienne Cedex 2, France (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-10296

Reference35 articles.

1. Cai G. 2014. “Seismic performance and evaluation method of resilient circular concrete columns.” Ph.D. thesis Dept. of Architecture Kobe Univ.

2. Proposal of a complete seismic shear strength model for circular concrete columns

3. Direct Displacement-Based Design: Use of Inelastic vs. Elastic Design Spectra

4. Self-Centering Behavior of Unbonded, Post-Tensioned Precast Concrete Shear Walls

5. Modeling and application of bond characteristic of high–strength reinforcing bar with spiral grooves;Funato Y.;Proc. Jpn. Concr. Inst.,2012

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