Seismic behavior of steel reinforced concrete (SRC) T-shaped column-beam planar and 3D hybrid joints under cyclic loads-Reference-Cited by-同舟云学术

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Seismic behavior of steel reinforced concrete (SRC) T-shaped column-beam planar and 3D hybrid joints under cyclic loads

Published:2015-03-25 Issue:3 Volume:8 Page:555-572
ISSN:2092-7614
Container-title:Earthquakes and Structures
language:en
Short-container-title:Earthquakes and Structures

Author:

Chen Zongping,Xu Jinjun,Chen Yuliang,Xue Jianyang

Publisher

Techno-Press

Subject

Civil and Structural Engineering

Cited by 25 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. Seismic Energy Dissipation and Hysteresis Performances of Distinctly Shaped Steel-Reinforced Concrete Column–Beam Joints under Cyclic Loading;Buildings;2024-09-04

2. Experimental investigation of transition composite connections in historic style buildings;Structures;2024-04

3. Probabilistic code-based shear capacity model for I-shaped steel reinforced concrete (SRC) beams;Engineering Structures;2024-02

4. Machine learning-based prediction of shear strength of steel reinforced concrete columns subjected to axial compressive load and seismic lateral load;Structures;2023-10

5. Seismic performance and shear lag effect of T-shaped steel plate reinforced concrete composite shear wall;Engineering Structures;2023-08

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