Experimental and theoretical investigation of compressive strength level of T63E/E/G rebar and eccentric load carrying capacity of LEC-HSRC columns-Reference-Cited by-同舟云学术

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Experimental and theoretical investigation of compressive strength level of T63E/E/G rebar and eccentric load carrying capacity of LEC-HSRC columns

Published:2024-03 Issue: Volume:419 Page:135520
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Zhang Jianxiong^ORCID,Qiu Hongxing,Wang Yihong,Lan Guanqi,Yao Shengfa

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference30 articles.

1. Behavior of 690 MPa high strength steel built-up H-section columns under eccentric load scenarios.;Jiang;Eng. Struct.,2020

2. A novel approach for developing a green ultra-high performance concrete (UHPC) with advanced particles packing meso-structure;Dingqiang;Constr. Build. Mater.,2020

3. AnalyticaL Investigations of Reinforced Concrete Beam-column Joints Constructed Using High-strength Materials;Alaee;J. Earthq. Eng.,2020

4. Seismic behavior of high-strength concrete columns reinforced with high-strength steel bars;Zhang;Eng. Struct.,2020

5. GB50010-2010, Code for Design of Concrete Structures, China Academy of Building Research, 2015. (in Chinese).

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