Damage-controlled allowable maximum stress of the stirrup for HSRC beam members based on lower-bound theory-Reference-Cited by-同舟云学术

Damage-controlled allowable maximum stress of the stirrup for HSRC beam members based on lower-bound theory

Published:2022-10 Issue: Volume:44 Page:965-976
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Chiu Chien-Kuo,Liao I-Hsiang,Putra Muhammad Dachreza Tri Kurnia

Funder

Ministry of Science and Technology, Taiwan

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference33 articles.

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2. National Center for Research on Earthquake Engineering). Design Guideline for Building of High-Strength Reinforced Concrete Structures (draft);Ncree,2019

3. National Standards of the Republic of China (CNS). “Steel Bars for Concrete Reinforcement”, CNS 560, Bureau of Standards, Metrology and Inspection (M.O.E.A), Taiwan. 2018.

4. Taiwan Concrete Institute (TCI). High-Strength Reinforced Concrete Committee Report, “High-Strength Steel Bars for Concrete Reinforcement (SD550/685/785)”, Taiwan (in Chinese). n.d.

5. ACI Committee 318. Building code requirements for structural concrete (ACI 318-19) : An ACI standard ; Commentary on building code requirements for structural concrete (ACI 318R-19). 2019.

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