Seismic behavior of eccentric new RCS joints with through columns-Reference-Cited by-同舟云学术

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Seismic behavior of eccentric new RCS joints with through columns

Published:2024-02 Issue: Volume:301 Page:117266
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Ou Yu-Chen,Joju Jones,Lai Bo-Cheng

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference71 articles.

1. Some design considerations for composite-frame structures;Griffis;AISC Eng J,1986

2. Composite frame construction;Griffis,1992

3. NCREE. Design Guideline for Building of High-Strength Reinforced Concrete Structures (Draft). Taipei: 2019.

4. Design of high-strength reinforced concrete columns;Ou;J Chin Inst Civ Hydraul Eng,2018

5. Stress limit for shear reinforcement of high-strength columns;Ou;Acids Struct J,2022

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Shear mechanism of RCS joints with whole column-section diaphragm;Engineering Structures;2024-09

2. Shear strength prediction of interior RC column and steel beam composite joints using the modified softened strut-and-tie model;Journal of Building Engineering;2024-07

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