Beam-Column Joint Model for Nonlinear Analysis of Non-Seismically Detailed Reinforced Concrete Frame-Reference-Cited by-同舟云学术

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Beam-Column Joint Model for Nonlinear Analysis of Non-Seismically Detailed Reinforced Concrete Frame

Published:2016-02-06 Issue:3 Volume:20 Page:476-502
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Ning Chao-Lie,Yu Bo,Li Bing

Funder

National Natural Science Foundation of China

Major Project of Guangxi Natural Science Foundation

Publisher

Informa UK Limited

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

http://www.tandfonline.com/doi/pdf/10.1080/10256018808623883

Reference35 articles.

1. Modelling of shear deformation and bond slip in reinforced concrete joints

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1. Seismic fragility and loss assessment of standard/sub-standard RC frames of Pakistan retrofitted with steel bracing schemes;Bulletin of Earthquake Engineering;2024-06-07

2. Seismic strengthening of deficient ground soft-story RC frames with inadequate lap splice using chevron brace;Structures;2024-03

3. Simplified beam-column joint model for reinforced concrete moment resisting frames;STRUCT ENG MECH;2024

4. Probabilistic Shear Strength Model of Reinforced Concrete Exterior Beam-Column Joints;Journal of Structural Engineering;2023-05

5. Development and application of the Bouc–Wen model in seismic performance evaluation of reinforced concrete members;Seismic Evaluation, Damage, and Mitigation in Structures;2023

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